^LPEKTR.rMMNLlPMW COfflCLmHWCIinT J Digitized by Microsoft® CORNELL UNIVERSITY LIBRARY 924 073 913 984 Digitized by Microsoft® This book was digitized by Microsoft Corporation in cooperation witli Cornell University Library, 2008. You may use and print this copy in limited quantity for your personal purposes, but may not distribute or provide access to it (or modified or partial versions of it) for revenue-generating or other commercial purposes. Digitized by Microsoft® Digitized by Microsoft® New ^ark *tat0 OJolUge of Agriculture Tit (ftornell MmaerBttH attjata. ^. %■ Slibrarg TJgpujtinent ot i i.it!stryf Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® GEOLOGICAL SURVEY OF ALABAMA EUGENE ALLEN SMITH, State Geologist BULLETIN NO. 17 SECOND REPORT ON THE Water Powers of Alabama By BENJAMIN M. HALL and MAXCY R. HALL Consulting Engineers Atlanta, Ga. UNIVERSITY, ALABAMA 1916 Digitized by Microsoft® PRESS BROWN PRINTING CO. MONTGOMERY ALABAMA Digitized by Microsoft® GEOLOGICAL CORPS Eugene Allen Smith, Ph. D State Geologist. William F. Prouty, Ph. D Chief Assistant. Robert S. Hodges Chemist. Herbert H. Smith Curator of Museum. Roland M. Harper, Ph. D Botanist. George N. Brewer Field Assistant. RIVER GAGE HEIGHT OBSERVERS Goneouh River at Beck, Ala. A. W. Lambert* Andalusia. S. T. Dillardt Andalusia. J. F. Hlckst Beck. Coosa River at Riverside, Ala. J. E. Whitehead* Riverside. Irvin Sulllvanf Riverside. J. O. Thompsont Riverside. A. J. Morrist Riverside. Pea River at Pera, Ala. W. G. Earlyt :Pink. Tallapoosa River at Bturdivant, Ala. A. L. Stowe* Alexander City. C. J. Stowet Alexander City. Little Tallapoosa River near Wedowee, Ala. Elbert Cummingst Wedowee. TomMgtee River at Epes, Ala. George Havenf Epes. Choctawhatchee River at Newton, Ala. J. M. Hodgef Newton.. Big Bear River near Red Bay, Ala. Ed. Bullen* Red Bay. *Observers in service April, 1916. tObservers In service between 1911 and 1916. Observations are made every day by these observers of the gage readings at the several stations. From these records when extended through sufficient time, the calculation of the available horse power to be obtained from the different streams is made. Digitized by Microsoft® To His Excellency, Governor Charles Henderson, Montgomery, Alabama. Sir: — I have the honor to transmit herewith a Second Re- port on the Water Powers of Alabama by B. M. Hall and Maxcy R. Hall, Consulting Engineers, with the recommenda- tion that it be printed as Bulletin No. 17 of the Geological Survey of Alabama. Very respectfully yours, Eugene A. Smith, State Geologist. University of Alabama, April 1st, 1916. Digitized by Microsoft® PREFACE The first report on the Water Powers of Alabama was compiled by Mr. B. M. Hall in 1902 and was issued as Bulle- tin No. 7 of this Survey. The present report issued as Bulle- tin No. 17, is compiled by Messrs. B. M. Hall and Maxcy R. Hall, of the firm of Hall Brothers, Consulting Hydraulic Engi- neers, Atlanta, Ga. The U. S. Geological Survey began measurements on the rivers of the Southern States in 1895 and it has been carried on continuously ever since; the District Engineers in charge of the work being as follows : B. M. Hall, 1895 to 1902. Maxcy R. Hall, 1902 to 1912. Warren E. Hall, 1912 to the present. The Alabama Geological Survey has co-operated in this work by paying for the services of local observers who read and recorded the daily gage heights at the river stations, and by rendering such other assistance as has been called for by the engineers of the U. S. Geological Survey. As will be noted in the text of this publication, the most pi-ominent items brought out are : first, ■ the quantity of water flowing in the streams, as shown by the daily, monthly and yearly records given in cubic feet per second ; and secondly, the fall of the streams as shown under the head of "River Profiles." These are the necessary items for estimating the amount of water power available. The local conditions at each power site, and the relation be- tween the different power sites on each river determine the cost of development, the storage facilities, the best utilization of the power, and the importance of such utilization for the improvement of navigation. The chapter entitled "Summary of Water Powers," and the additional matter with reference to large developed water powers, conservation of water power, and the development of water power on navigable streams un- der Government franchises, bring out the important facts that must be considered in planning for future developments. The big powers in Alabama are on the Tallapoosa, Coosa, Tennessee- and Warrior Rivers. Digitized by Microsoft® 6 Water Powers of Alabama; Second Report. Since the publication of Bulletin No. 7, the best actual developments are the big power plant at Lock 12 on the Coosa River, constructed by the Alabama Power Company, and the completion by the U. S. Engineer Corps of the wonderful Warrior system of locks and dams. The dam and power plant at Lock 12 on the Coosa River, is the first structure of an inter- locking system of hydro-electric plants that is planned by the Alabama Power Company, for furnishing light and power to cities and industrial centers, and for the electrolytic manufac- ture of nitrates, phosphates, etc., for fertilizers and for ex- plosives. Under the heads of "River Profiles" and "Summary of Wa- ter Powers" a fairly complete description is given of the Warrior Lock and Dam System. This system of locks and dams was begun at Tuscaloosa in 1888, under the supervision of Colonel Horace Harding, who, after the completion of locks 10, 11 and 12, was succeeded in 1896 by Mr. R. C. McCalla, U. S. Assistant Engineer. Construction of Lock No. 1 on the Tombigbee River was begun in 1896, and work on other locks was taken up imme- diately. On June 10, 1904, at the time of Mr. McCalla's death, six locks and dams had been completed and four others were in process of construction. Locks 2, 3, 4, 5, and 6 were completed by the United States forces. Locks 7, 8, and 9 were built under contract with Christie, Lowe and Heyworth, of Chicago. Lock No. 13 was completed by B. H. Hardaway. Locks and dams Nos. 14 and 15 were built under contract with the Dravo Contracting Co., of Pittsburgh, Pa. The contract for lock and dam No. 16 was let to Mr. B. H. Hardaway in 1909, and before it was completed, the contract for No. 17 was let to the Hardaway Contracting Co., of which Mr. B. H. Hardaway is President. Both structures were then completed by the contracting company in 1915. As originally planned the lock and dam No. 17 was to be only 21-foot lift, but was changed to a 63-foot lift, and so completed. One difficulty to contend with was a coal seam underlying the dam site, which had to be cut through in order to get proper foundation. This magnificent structure repre- sents the latest and best work of the U. S. Engineer Corps and reflects great credit on all concerned. The work was planned Digitized by Microsoft® Preface. 7 and carried out under the general supervision of Col. Lansing H. Beach, Corps of Engineers U. S. Army, Division Engineer of New Orleans, La., and under the direction of Lieut. Col. Henry Jervey, Lieut. Col. C. A. F. Flagler and Lieut. Col. Charles Keller, Corps of Engineers U. S. Army, successively in charge of the Engineer Oflfice at Mobile, Ala. It was under the direct supervision of Mr. George K. Little, U. S. Assistant Engineer, Tuscaloosa, Ala., with John B. Battle as Superin- tending Engineer, and S. T. Jones, Jr., as Resident Engineer on the work. This lock and dam at the time of its completion, formed the largest single masonry structure in the South, containing over 300,000 cubic yards of concrete and representing an expendi- ture of over $3,000,000. Especial credit for the high grade of workmanship and the rapid construction of this development is due to Mr. B. H. Hardaway, of Columbus, Ga., who has during the past 30 years been identified either as engineer or as con- tractor with a great number of the most important engineering works of the South. As the opening of the Warrior system for through navigation depended on the completion of this work, time was considered a very important element in the contract. The Hardaway Contracting Co., though limited by law to 8 hours per day, installed such a complete and efficient construction plant that the whole work was completed more than two months before the expiration of the time allowed by contract. Digitized by Microsoft® TABLE OF CONTENTS Page Letter of Transmittal 3 Geological Corps 4 River Gage Height Observers 4 Preface 5 Table of Contents 8 List of Illustrations 10 Introduction 11 General Topographic Features 12 Water Supply of Streams 15 Definitions 17 Convenient Equivalents 18 Explanation of Data 20 Gaging Stations 22 Apalachicola Drainage Basin '. 23 Chattahoochee River, at West Point, Ga ; 23 Chattahoochee River, at Alaga, Ala 44 Choctawhatchee River Drainage Basin 48 Choctawhatchee River, near Newton, Ala _ 48 Choctawhatchee River, at Geneva, Ala 53 Pea River, at Pera, Ala 54 Pea River, at Elba, Ala 67 Double Bridges Creek, at Geneva, Ala 68 Escambia River Drainage Basin 69 Conecuh River, at Beck, Ala 69 Mobile River Drainage Basin 83 Coosa River, at Rome, Ga 84 Coosa River, at Riverside, Ala 91 Alabama River, at Selma, Ala 114 Choccolocco Creek, at Jenifer, Ala 132 Talladega Creek, at Nottingham, Ala 138 Tallapoosa River, at Sturdevant, Ala 143 Tallapoosa River, at Susanna, Ala 160 Tallapoosa River, at Milstead, Ala 162 Little Tallapoosa River, near Wedowee, Ala 168 Hillabee Creek, near Alexander City, Ala 169 Big Sandy Creek, near Dadeville, Ala 173 Cahaba River, at Centerville, Ala 176 Tombigbee River, at Columbus, Miss 184 Tombigbee River, at Epes, Ala 194 Black Warrior River, near Cordova, Ala 207 Black Warrior River, near Coal, Ala 221 Black Warrior River, at Tuscaloosa, Ala 224 Clear Creek, at Elk, Ala 236 Locust Fork, Black Warrior River, at Palos, Ala 238 Village Creek, near Mulga, Ala 243 Venison Branch, near Mulga, Ala 246 Camp Branch, near Ensley, Ala 246 Digitized by Microsoft® Table of Contents. Page Tennessee River Drainage Basin 247 Tennessee River, at Chattanooga, Tenn 248 Tennessee River, at Florence, Ala 303 Elk River, near Elkmont, Ala 349 Big Bear Creek, near Red Bay, Ala 358 Miscellaneous Measurements 355 River Profiles 357 Survey of Coosa River 357 Survey of Tallapoosa River and Tributaries 360 Survey of Cahaba River..". 367 Elevation up Tombigbee, Warrior and Black Warrior Rivers 369 Summary of Water Pov^ers 370 Important Water Povrers 376 Coosa River System 376 Tallapoosa River System 378 Warrior System 379 New Hydro-Electric Plant on small streams 380 Power at Muscle Shoals on Tennessee River and possible com- binations with power on Tallapoosa River and Little River 382 Conservation of Water Power and Government Control of Navi- gable Streams 402 Public Concern in Water Power, by George Otis Smith 408 Alabama Developments Under Government Franchise 412 Agricultural Fertilizers from the Air in Relation to Water Power Developments by Frank S. Washburn 412 Partial List of Utilized Water Powers 424 LIST OF ILLUSTRATIONS Plate I. Hydrographic Map of Alabama Fbontispiece Between Pages Plate II. Canal, Power House and Mills of Tallassee Falls Manufacturing Company, at Tallassee, Ala., on Talla- poosa River. View From East Bank 96-97 Plate III. (A) Dam and Power House of Montgomery Power Company Above Tallassee, Ala., on Tallapoosa River. View From Right Bank Below Dam. (B) Interior of Power House of Montgomery Power Company, Above Tallassee, Ala 96-97 Plate IV. Lock 12, Coosa River. Dam and Power House of Alabama Power Company 96-97 Plate V. First Steamer to Pass Through a Lock on Coosa-Ala- bama River, Lock 1, February 8, 1890 96-97 Plate VI. Map and Profile of Black Warrior River System....368-369 Plate VII. (A) Lock 1, Tombigbee River, With Steamer in Lock. (B) Lock 2, Tombigbee River; Tow Boat "Bald- win" with Coal Barges Coming Out of Lock 96-97 Digitized by Microsoft® Between 10 List of Illustrations. Plate VIII. (A) Lock 3, Toinbigbee River, Looking Up Stream. (B) Lock and Dam 5, Tombigbee River, Showing Apron of Derrick Stones Below Timber Crib Dam 96-97 Plate IX. (A) Lock 12, Black Warrior River, at Tuscaloosa, Alabama, With Packet Boat in Lock. (B) Lock and Dam 15, Black Warrior River, With Tow Boat in Lock 96-97 Plate X. Locks and Dams 10, 11 and 12, Black Warrior River ; View Looking Up-stream From. County Bridge, Tusca- loosa, Alabama 96-97 Plate XI. Lock 17, Black Warrior River ; Lock and Dam Under Construction , 96-97 Plate XII. Lock 17, Black Warrior River; Lock Under Con- struction 96-97 Plate XIII. Lock 17, Black Warrior River ; View of Com- pleted Lock and Dam 96-97 Plate XIV. Lock 17, Black Warrior River; Formal Opening of the Lock, May 13, 1915 96-97 Plate XV. Holt on Black Warrior River, Between Locks 12 and 13 ; View of By-Product Coke Ovens and Furnaces ; Steamer with Coal Barges and Loading Tipple 96-97 Plate XVI. (A) Steamer Nugent Arriving at Tuscaloosa with Barges Carrying 1,200 Tons of Coal from Mulberry Fork. (B) Self-Propelllng Steel Barge No. 1, Leaving Lock 10, Black Warrior River, with 735 Tons of Coal for New Orleans 96-97 Plate XVII. Steamer Colbert in Lock 9, Foot of Muscle Shoals, Tennessee River 96-97 Plate XVIII. Big Spring at Huntsville, Alabama 96-97 Plate XIX. Map and Sections Showing Proposed Improve- ments of Tennessee River at Muscle Shoals 384-885 FIGURES. Page Fig. 1. Map of Coosa River Froin Greensport to Wetumpka 358 Fig. 2. Map of Tallapoosa River From Top of Griffin Shoals to Millstead 361 Fig. 3. Map of Portion of Cahaba River Surveyed by Corps of Engineers, U. S. Army 368 Fig. 4. Profile, Coosa-Alabama River 377 Digitized by Microsoft® WATER POWERS OF ALABAMA By Benjamin M. Hall and Maxcy R. Hall. INTRODUCTION. Prior to 1896 no systematic investigation had ever been made of the w^ater supply and water powers of Alabama. In 1885, Prof. Dwight Porter, in his report of the Tenth Census of the United States, Volume XVI, upon the water powers of the eastern Gulf Slope, gave an excellent description of the most important water-power streams in the Mobile drainage basin, with such estimates of power as were possible from a reconnaissance and a study of rainfall, drainage areas and the navigation surveys made by the United States Engineer Corps. Beginning with the year 1896, the systematic stream measure- ments by the United States Geological Survey which have been made at stations maintained in co-operation with the Geo- logical Survey of Alabama, the United States Army Engineers and the United States Weather Bureau, have furnished a re- liable basis for water power estimates. These data have been assembled by drainage areas and are published in a series of Water Supply Papers, each of which pertains to the surface-water resources of a group of adjacent areas, and contains the result of stream measurements for the calendar year. In these papers are embodied not only the data collected in the field, but also the results of computations based on these data, and other information that has a direct bearing on the subject, such as descriptions of basins and the streams draining them, utility of water resources, etc. In 1902 the writers prepared for Dr. E. A. Smith, State Geologist, a report embodying all data obtainable at that time which was published by the Geological Survey of Alabama, as Bulletin No. 7. The present paper contains all of the stream measurement data of Bulletin No. 7, and also includes the re- sults of hydrographic work from 1903 to September 30, 1915. It is intended to meet the demands of those who are interested in water powers and desire to have in one volume, the records and results of all the hydrographic investigations from 1896 to the present time. Digitized by Microsoft® 12 Water Powers of Alabama; Second Report. GENERAL TOPOGRAPHIC AND GEOLOGIC FEATURES. The five principal drainage basins of the State are as fol- lows: The Apalachicola basin, draining to the Chattahoochee and Apalachicola River and entering the Gulf of Mexico at Apala- chicola, Fla. The Choctawhatchee basin, draining to the Gulf through Choctawhatchee Bay. The Escambia basin, draining to Escambia Bay and the Gulf near Pensacola, Fla. The Mobile basin, including the waters of Tallapoosa, Coosa, Cahaba, Alabama, Black Warrior, and Tombigbee rivers and draining into the Gulf at Mobile, Ala. The Tennessee basin, draining into Tennessee River and thence through the Mississippi to the Gulf at New Orleans. The water powers of the State are mainly in the Mobile and Tennessee basins, which practically cover the entire State, except a small area in the southeast corner. Geologically the State may be divided into three areas, which differ very greatly from one another in the hardness and dura- bility of their rocks and show a corresponding difference in the profiles of their streams : First, the crystalline area under- lain by igneous and metamorphic rocks ; second, the Paleozoic area of hard sedimentary rocks, sandstone, limestone, and shale; and third, the Coastal Plain formed by Mesozoic and later sediments, chiefly soft limestones and unconsolidated sands and clays. It may be said in a general way that the streams have their greatest falls in passing from an older to a younger -geologic formation. Tallassee Falls, on the Tallapoosa, and Wetumpka Falls, on the Coosa, are at the point where the streams flow from the crystalline to the Cretaceous rocks. The falls on Talladega Creek and other small streams entering Coosa River from the southeast in Talladega, Calhoun, and Cleburne counties are at the contact of the crystalline and the Paleo- zoic. The shoals above Centerville on the Cahaba, above Tus- caloosa on the Black Warrior, and near Tuscumbia on Ten- Digitized by Microsoft® General TopograpMc mid Geologic Feattires. 13 nessee River are at the point where the Paleozoic adjoins the Cretaceous. As Coosa River flows from the Paleozoic onto the crystalline near Talladega Springs, the shoals above this point reverse the general order by being made in passing from a younger to an older formation. The crystalline area in Alabama is a triangle on the east side of the State, including Cleburne, Randolph, Chambers, L,ee,. Tallapoosa, Clay, Coosa, and parts of Elmore, Chilton, and Talladega counties. The "fall line" dividing the crystal- line region from the Cretaceous and later formations of the Coastal Plain on the southwest runs from Columbus, Ga., cross- ing the Tallapoosa at Tallassee and the Coosa at Wetumpka. The northwestern boundary between the crystalline rocks and the Paleozoic formations recrosses the Coosa near Marble Valley post-oflFice in Coosa County, and runs in a northeasterly direction toward Cedartown, Ga., crossing the Alabama line near Warner. The crystalline area is a plateau ranging in elevations from 500 to 2,000 feet above sea level. The rivers flow over bed rock in a succession of shoals and eddies between high hills, and present conditions most favorable to the development of water powers with high head. Tallapoosa River and its tributaries drain the larger part of the area. On Tallapoosa River there is a fall of 64 feet util- ized as one power at Tallassee, and also a 40-foot dam about 3 miles above Tallassee. Similar and larger developments are contemplated at several different points above. The falls on Coosa River from Marble Valley to Wetumpka, 235 feet in 45 miles, and on numerous eastern tributaries of the Coosa, are in this area; as are also the western tributaries of the Chatta- hoochee between West Point and Columbus, Ga. The Paleozoic area includes the greater portion of northern Alabama, being bounded on the southeast by the crystalline area, and on the southwest by the Cretaceous and later forma- tions of the Coastal Plain. The line of division between the Paleozoic area and the Coastal Plain begins near Strasburg, in Chilton County, and runs northwesterly through Centerville, Tuscaloosa, and Tuscumbia to a point on Tennessee River near Waterloo. The Paleozoic area is somewhat higher than the Coastal Plain, and slightly lower than the crystalline area. Its rivers have considerable fall, as is shown by the following fig- ures: Digitized by Microsoft® 14 Water Powers of Alabama; Second Report. Coosa River from Greensport to Marble Valley falls 132 feet in 97 miles. Cahaba River above Centerville has a fall of 116 feet in 21 miles. Black Warrior River above Tuscaloosa has a fall of 100 feet in 30 miles. Tennessee River above Waterloo has a fall of 155 feet in 41 miles, 85 feet of which is in a distance of only 14 miles. There are many important creeks and many large limestone springs in this region on which no systematic measurements have yet been made. The area is rich in coal and iron, the most productive mines being in the drainage basins of Cahaba and Black Warrior rivers. The Coastal Plain is a large area in southern and western Alabama, covering about two-thirds of the State, and is under- lain by Cretaceous and younger formations. In the upper por- tion of this area the streams are not sluggish. Alabama River is navigable in the whole region, but the Cahaba falls 136 feet in a distance of 87 miles from Centerville to the mouth of the river; and the Black Warrior falls 59 feet in 133 miles from Tuscaloosa down to Demopolis. There are many streams in this area that have a constant" water supply and sufficient fall for the development of good water powers, such as ChOctawhatchee River, Pea River and Conecuh River in the southeastern part of the State; also a number of creeks flowing into Chattahoochee River from Ala- bama, some of which have considerable fall, as they come from a high plateau. Aside from certain surveys made to obtain maps and profiles of Tallapoosa River and Big Sandy Creek, the work done by the United States Geological Survey in this State deals exclu- sively with the amount of water flowing in the streams, and is intended to give a safe basis for estimates of discharge at all seasons of the year, and for several consecutive years, in order to arrive at the value of the streams for water power, irriga- tion, municipal supply, mining, navigation, etc. Fortunately we are able to supplement this information with important surveys, plans and estimates made by the Corps of Engineers, U. S. A., in the interest of navigation, but inci- dentally planning for the development of many great water powers on the navigable streams. Digitized by Microsoft® Water Supply of Streams. 15 WATER SUPPLY OF STREAMS. MEASUREMENT OF FLOW. In order to obtain a knowledge of the water supply, or amount of water flowing in the streams at all seasons, certain convenient stations have been established on important rivers and tributaries. A gage for observing the stage of the river is established at a bridge or other place where the record of flow is to be made. This gage is a vertical staff, or some other device by which the height of water may be observed, and is read each day by a person living near by. The average of the gage read- ings, if more than one, in any day is used as the mean gage height for that day. At various stages of the river one of the hydrographers of the Survey visits the station and measures with a current meter the amount of water flowing. This meter is primarily an instrument for measuring the velocity of moving water, and consists essentially of a wheel with vanes, which may be shaped like those of a windmill or of a screw, or with cups like those of an anemometer, the necessary qualification being that mov- ing water shall readily cause the wheel of the meter to turn. Each meter is rated before use. The rating is done by moving the meter through still water at various observed speeds to- determine the relation between the velocity with which the meter moves through the water and the revolutions of the wheel. This relation having been determined, the meter is used in running water, the revolutions per unit of time noted,, and the velocity of the water computed. Observations of depth of water are also made, and from them the area in cross section of each portion of the stream is computed ; each partial area multiplied by the mean velocity of that area gives a partial discharge ; the sum of the partial dis- charges is the total discharge of the stream. Measurements of flow as outlined above are made covering a considerable range of gage height. They are then plotted Digitized by Microsoft® 16 Water Powers of Alabamva; Second Report. on coordinate paper, with gage heights for ordinates and dis- charges for abscissas, and a smooth curve, called the rating curve, is drawn through the points. From this curve a rating table is made which shows the discharge of the stream for any gage height. The data necessary for the construction of a rating table for a gaging station as just stated are (1) the results of the discharge measurements, which include the record of stage of the river at the time of measurement, and the quantity of water flowing, and (2) a thorough knowledge of the condi- tions at and in the vicinity of the station. The construction of the rating table depends on the follow- ing laws of flow for open permanent channels: (1) The dis- charge will remain constant so long as the conditions at and near the gaging station remain constant; (2) neglecting the change of slope due to the rise and fall of the stream, the discharge will be the same whenever the stream is at a given stage; (3) the discharge is a function of, and increases gradu- ally with, the stage. The plotting of results of the various discharge measure- ments, using gage heights as ordinates, and discharge as ab- sciassas, will define a curve, which shows the discharge cor- responding to any gage height. For the development of these curves there should be, therefore, a sufficient number of dis- charge measurements to cover the range of the stages of the stream. The discharge curve is defined primarily by the measured discharges, and when these do not cover the entire range of gage height for which it is desired to make a rating table, the curve is sometimes extended to give approximate discharge values for the part not defined by measurements. This curve, under normal conditions, is concave toward the horizontal axis and is generally parabolic in form. In preparing the rating table the discharge for each tenth on the gage is taken from the curve, and the differences be- tween successive discharges are then adjusted so as to give a smooth curve. The finished rating table shows the discharge in cubic feet per second, corresponding to each tenth of a foot on the gage, and is used to supply the discharge values to the daily gage heights furnished by the observer in making up the daily or monthly estimate of flow. Digitized by Microsoft® Water Supply of Streams. 17 DEFINITIONS. The volume of water flowing in a stream, the "run-off," is •expressed in various terms, each of which is associated with a certain class of work. These terms may be divided into two ■classes : Those which represent a rate of flow, as second-foot, gallons per minute, and run-off in second-feet per square mile, and those which represent actual quantities of water, as run- off in depth in inches. They may be defined as follows : "Second-foot" is an abbreviation for cubic foot per second and is the quantity of water flowing in a stream 1 foot wide, 1 foot deep, at the rate of 1 foot per second. It is generally used as a fundamental unit from which the others are com- puted. "Gallons per minute" is generally used in connection with pumping and city water supply. "Second-feet per square mile" is the average number of cubic feet of water flowing per second from each square mile of area drained, on the assumption that the run-off is distrib- uted uniformly both as regards time and area. "Run-off in inches" is the depth to which the drainage area would be covered if all the water flowing from it in a given period were conserved and uniformly distributed over the sur- face. It is used for comparing run-off with rainfall, which is usually expressed in depth in inches. Digitized by Microsoft® 18 Water Powers of Alabama; Second Report. CONVENIENT EQUIVALENTS. The following is a list of convenient equivalents for use in hydraulic computations : TaMe for con/verting discharge in second-feet per square mile into run-off in depth in inches over the area. Eun-off in inches. Second-feet per square mile. Iday. 28 days. 29 days. 30 days. 31 days. 1 . . 0.03719 .07438 .11157 .14876 .18595 .22314 .26033 .29752 .33471 1.041 2.083 3.124 4.165 6.207 6.248 7.289 8.331 9.372 1.079 2.157 8.236 4.314 . 5.393 6.471 7.550 8.628 9.707 1.116 2.231 3.347 4.463 5.578 6.694 7.810 8.926 10.041 l.lBa 2 . .... 2.306 3 3.459 4 4.612 5.764- 6.917 8.070- 8 9.223 9 ;... 10.376 days. Note. — For partial month multiply the values for one day by the number of TaMe for converting discharge in second-feet into run-off in acre-feet. Run-off in acre-feet. Second-feet. Iday. 28 days. 29 days. 30 days 31 days. 2 1.983 3.967 5.950 7,934 9.917 11.90 13.88 16.87 17.85 66.S4 111.1 166.6 222.1 277.7 333.2 388.8 444.3 499.8 57.52 115.0 172.6 280.1 287.6 345.1 402.6 460.2 517.7 59.60 119.0 178.5 238.0 297.5 . 357.0 416.5 476.0 535.6 61.49 123 3 184.5 4 . 246 5 307 4 6 368 9 7 430.4 491.9 ' 8 9 663.4 Note. — ^For partial month multiply values for one day by the numher of~ days. 1 second-foot equals 40 California miner's inches (law of March 23, 1901). 1 second-foot equals 88.4 Colorado miner's inches. 1 second-foot equals 40 Arizona miner's inches. 1 second-foot equals 7.48 United States sallons per second ; equals 448.8 gallons per minute; equals 646,817 gallons for one day. 1 second-foot for one year covers 1 square mile 1.131 feet or 13.572 inchest- deep. 1 second-foot for one year equals 31,536,000 cubic feet. Digitized by Microsoft© Convenient Equivalents. ^ 1 second-foot equals about 1 acre-inch per hour. 1 second-foot for one day equals 86,400 cubic feet ; equals 1.98 acre-feet, 100 United Statra gallons per minute equals 0.223 second-foot. 100 United States gallons per minute for one day equals 0.442 acre-foot. 1,000,000 United States gallons per day equals 1.55 second-feet. 1,000,000 United States gallons equals 3.07 acre-feet. 1,000,000 cubic feet equals 22.95 acre-feet. 1 acre-foot equals 325,850 gallons. 1 inch deep on 1 square mile equals 2,323,200 cubic feet. 1 inch deep on 1 square mile equals 0.0737 second-foot per year. 1 foot equals 0.3048 meter. 1 mile equals 1.60935 kilometers. 1 mile equals 5,280 feet. 1 acre equals 0.4047 hectare. 1 acre equals 43.560 square feet. 1 acre equals 209 feet square, nearly. 1 square mile equals 2.59 square kilometers. 1 cubic foot equals 0.0283 cubic meter. 1 cubic foot of water weighs 62.5 pounds. 1 cubic meter per minute equals 0.5886 second-foot. 1 horsepower equals 550 foot-pounds per second. 1 horsepower equals 76.0 kilogram-meters per second. 1 horsepower equals 746 watts. 1 horsepower equals 1 second-foot falling 8.80. 11/3 horsepower equal about 1 kilowatt. Sec.-ft.X fall in feet To calculate water power quickly: = net horsepower 11 on water wheel realizing 80 per cent of theoretical power. Digitized by Microsoft© 20 Water Powers of Alabama; Second Report. EXPLANATION OF DATA. For each regular current-meter gaging station the following data, so far as available, are given : Description of the sta- tion, list of discharge measurements, table of daily gage heights, rating table or a table of daily discharge, table of monthly and yearly discharge and run-ofif. In addition to statements regarding the location and installa- tion of current-meter stations, the descriptions give informa- tion in regard to any conditions which may affect the con- stancy of the relation of gage height to discharge, covering such points as logging, shifting channels, and backwater. State- ments are also made regarding the accuracy and reliability of the data. The table of daily gage heights records the daily fluctuations of the surface of the river as found from the mean of the gage readings taken each day, usually in the morning and in the evening. The gage height given in the table represents the elevation of the surface of the water above the zero of the gage. Attention is called to the fact that the zero of the gage is placed at an arbitrary datum and has no relation to zero-flow or the bottom of the river. In general the zero is located somewhat below the lowest known flow, so that negative read- ings shall not occur. The discharge measurements and gage heights are the base data from which rating tables, daily discharge tables, and monthly discharge tables are computed. The rating table gives, either directly, or by interpolation, the discharge in second- feet corresponding to every stage of the river recorded during the period for which it is applicable. It is not published for the years when the tables of daily discharge are given, but can be determined from the tables of daily gage heights and daily discharge by plotting gage heights in feet as ordinates and discharge in second-feet as abscissas. The table of daily discharges gives the discharges in second- feet corresponding to the observed gage heights as determined from the rating tables. Digitized by Microsoft® Explanation of Data. 21 In the table of monthly discharge the column headed "Maxi- mum" gives the mean flow, as determined from the rating table, for the day when the mean gage height was highest. As the gage height is the mean for the day, it does not indicate correctly the stage when the water surface was at crest height and the corresponding discharge was consequently larger than given in the maximum column. Likewise in the column at "Minimum" the quantity given is the mean flow for the day when the mean gage height was lowest. The column headed "Mean" is the average flow in cubic feet for each second dur- ing the month. On this the computations for the remaining columns are based. The base data presented in this report, unless otherwise stated in description of station, have been collected by the methods commonly used at current-meter gaging stations and described in standard text books. Digitized by Microsoft® 22 Water Powers of Alabama; Second Report. GAGING STATIONS. The following list comprises the gaging stations regularly maintained by the United States Geological Survey and cooper- ative parties, in the State of Alabama, or pertaining to Alabama powers : Apalachicola River basin : Chattahoochee River at West Point, Ga., 1896-1915. Chattahoochee River at Alaga, Ala., 1908-1912. Choctawhatchee River basin : Choctawhatchee River near Newton, Ala., 1906-08 ; 1911-12. Choctawhatchee River near Geneva, Ala., 1904. Double Bridge Creek at Geneva, Ala., 1904. Pea River at Pera, Ala., 1904-1913. Pea River at Elba, Ala., 1906. Escambia River basin: Conecuh River at Beck, Ala., 1904-1915. Mobile River basin : Coosa River at Rome, Ga., 1897-1903. Coosa River at Riverside, Ala., 1896-1915. Alabama River at Selma, Ala., 1900-1913. Choccolocco Creek at Jenifer, Ala., 1903-1908. Talladega Creek at Nottingham, Ala., 1900-1904. Tallapoosa River at Sturdevant, Ala., 1900-1915. Tallapoosa River near Susanna, Ala., 1900-1901. Tallapoosa River at Milstead, Ala., 1897-1901. lyittle Tallapoosa River near Wedowee, Ala., 1913-1914. Hillabee Creek near Alexander City, Ala., 1900-1903. Big Sandy Creek near Dadeville, Ala., 1900-1901. Cahaba River at Centerville, Ala., 1901-1908. Tombigbee River at Columbus, Miss., 1905-1913. Tombigbee River at Epes, Ala., 1900-1913. Black Warrior River near Cordova, Ala., 1900-1912. Black Warrior River near Coal, Ala., 1908-1910. Black Warrior River at Tuscaloosa, Ala., 1889-1905. Clear Creek near Elk, Ala., 1904-5. Locust Fork of Black Warrior River at Palos Ala., 1901-1905. Digitized by Microsoft® Chattahoochee River at West Point, Ga. 23 Village Creek near Mulga, Ala., 1909. Camp Branch near Ensley, Ala., 1908-1910. Venison Branch near Mulga, Ala., 1908-9. Tennessee River basin : Tennessee River at Chattanooga, Tenn., 1890-1913. Tennessee River at Florence, Ala., 1895-1915. Elk River near Elkmont, Ala., 1904-1908. Big Bear Creek near Red Bay, Ala., 1913-1915. Apai^achicola River Drainage Basin, description. Only a small portion of the Apalachicola basin lies in the State of Alabama. Chattahoochee River, however, which is the principal stream of the Apalachicola basin, forms the eastern boundary of Alabama from West Point, Ga., down to the southeast corner of the State, and includes in this distance, very valuable power sites between West Point and Columbus, Ga. The following gaging stations have been maintained on this portion of the Chattahoochee River : Chattahoochee River at West Point, Ga., 1896-1915 : Chattahoochee River at Alaga, Alabama, 1908-1912. CHATTAHOOCHEE RIVER AT WEST POINT, GA. Location. — At the Montgomery Street Bridge, West Point, Ga., half a mile below the mouth of Oseligee Creek and about 3 miles above Long Cane Creek. Records available.— July 30, 1896, to September 30, 1915. Drainage area. — 3,300 square miles. Gage. — Standard chain gage attached to the highway bridge ; datum unchanged; also a staff gage set on a different datum, located at a point about half a mile upstream, just below the mouth of Oseligee Creek, about 300 feet east of the West Point waterworks pumping plant. The new gage has been used since October 21, 1912. Channel. — Deep; current sluggish at low stages. Bottom shifts considerably, but the shifting does not affect discharge rating. The rig'ht bank is high and overflows only at high water, when most of the town is flooded; the left bank is somewhat lower and overflows for about 800 feet at a gage height of 20 feet. Discharge measurements. — Made from the downstream side of the highway bridge; also made from a boat at a section Digitized by Microsoft® 24 Water Powers of Alabama; Second Report near the new gage ; no tributaries enter between the two sec- tions. Artificial control. — The operation of power plants at points above causes some diurnal fluctuation. The Langdale Dam, 5 miles below the station, forms a pond reaching back as far as West Point. This affected the gage heights at the highway- bridge, making the old rating valueless for 1911 and 1918. The new gage established in October, 1912, is not affected by backwater. Accuracy. — ^A new rating was developed for the old gage at the highway bridge applying to the changed conditions during 1912, and may also be used for 1911. A rating has also been developed for the new staff gage covering low and medium stages, and has been used in computing daily discharges since October 21, 1912. Discharge measurements of Chattahoochee River at West Point. Date. Gage height. Feet. Dis- I charge. I Scc.-feet. 1895 October 22 1896 June 29 July 30 August 14 September 5 . September 25 October 28 1897 January 23 ... April 26 May 4 May 19 June 5 June 19 July 8 July 23 August 14 September 4 ., September 22 November 9 . November 23 December 17 ., 1898 January 18 .... February 18 .. .March 17 April 6 April 21 April 26 May 17 June 11 July 6 August 5 September 2 .. September 3 ., October 5 October 29 November 29 1899 March 14 April 24 May 13 June 26 2.4S 1.72 1.20 I.IB 1.75 6.66 3.70 4.13 3.00 2.90 2.59 3.03 5.01 2.12 1.80 1.20 1.71 1.60 3.14 2.45 2.43 3.03 9.20 2.90 4.52 2.15 1.40 2.27 8.82 7.55 11.25 13.90 3.38 4.00 6.30 4.72 1,404 2,067 2,430 1,594 1,006 1,030 1,642 11,920 5,448 6,230 3,557 3,253 2,934 3,470 7,853 1,915 1,690 985 1,345 1,322 3,989 2,648 2,464 3,671 19,890 2,723 6,704 1,975 1,161 2,461 18,510 16,070 25,200 87,580 4,409 5,394 8,726 7,144 Date. Gage I Dis- height. I charga Feet. I Sec-feet I 1899 September 12 October 18 December 16 . 1900 January 20 . February 24 August 22 ... December 4 . 1901 March 12 ... August 6 ... October 28 . 1902 January 15 July 25 1903 January 6 April 22 _.. June 5 June 6 luly 30 July 31 September 23 September 24 December 17 . 1904 February 3-4 . April 7 April 7 April 14 April 14 June 20 June 20 September 2 . September 3 . September 29 September 30 'fefeiljy \flJdim}m<§> 3.10 2.07 3.49 4.65 4.92 2.80 3.93 4.34 3.00 2.80 3.50 2.00 3.95 5.39 9.70 11.30 3.46 4.07 2.40 2.32 2.37 2.80 2.83 2.88 2.90 2.90 1.56 1.56 1.46 2.00 1.20 1.27 2.70 3,689 2,088 4,111 6,674 7,168 2,765 6,224 6,007 3,436 2,910 4,364 1,916 6,066 8,713 20,960 26,620 4,761 5,993 2,451 2,416 2,460 3,006 3.144 3,166 8,179 3,180 1,298 1,306 1,203 1,862 1.006 1,010 2,808 Ghattahoochee River at West Point, Ga. 25 Discharge measurements of Ghattahoocliee River at West Point, Oa.- Continued. Date. 1905. March 24 Jnne 6 October 28 1906. January 24 January 24 January 25 January 26 February 16 May 10 June 9 _ November 10 _ 1907. March 22 March 23 July 26. 1908. March SO Decemhber 5.. 1909. April 2 „ April 3 _.. June 3 June B August 24 August 25 August 25 August 26 „.. Augnist 26 August 27 August 27 Gage height. Feet. Dis- charge. Sec.-ft. Date. 3.28 4,026 2.30 2,048 2.80 2,262 12.91 30,100 11.92 27,100 9.20 18,100 6.14 10,300 8.60 4,390 3.75 4,910 2.78 8,120 3.26 8,720 3.56 4,630 3.68 4,560 2.01 1,840 4.73 6,860 2.79 2,940 4.70 6,890 4.68 6,670 6.08 7,840 8.00 14,900 2.70 3,130 2.80 3,150 2.70 8,020 2.42 2,680 2.60 2,620 2.69 2,900 2.70 2,910 1910. May 7 August 25 August 26 November 4.... November 6.... 1911. February 18 . February 18 April 6 April 7 1912. January 25** .... August 26 August 31 September 6 September 18 .... September 19 .... September 24 .... October 21 November 21 November 30**.. 1913. February 12... February 12... February 12.-. February 12... February 13— February 13... 1916. February 24 , February 25...., December 21.. Gage I Dis- height. charge. Feet Sec.-ft. 2.87 2.28 2.27 1.80 1.96 3.68 3.67 8.18 8.49 *4.01 4.60 3.20 2.90 3.40 3.80 4.50 5.60 2.99 2.94 4.29 4.38 4.34 4.37 6.73 6.61 7.05 8.56 12.97 2,840 2,260 2,100 1,690 1,580 4,190 8,980 14,100 15,100 4,320 6,000 3,060 2,560 3,860 4,120 5,650 8,400 2,660 2,660 5,470 6,390 5,500 6,890 11,400 11,100 12,000 15,600 26,400 ••Measurement made from highway bridge at old station. •Gage height taken at old gage on highway bridge. Daily gage height, in feet, of Chattahoochee River at West Point, Oa. Day. Aug. Sept. Oct Nov. Dec. Day. Aug. Sept Oct Nov. Dec 1896 1896 1 2.7 1.3 4.1 1.7 4.2 17 1.6 0.86 1.1 3.0 8.0 2 3.9 1.2 4.0 2.0 4.0 18 1.65 .8 1.1 2.6 3.0 3 4.5 1.1 3.0 3.26 3.75 19 1.5 .8 1.1 2.65 2.9 4 6.0 1.05 2.6 8.0 3.6 20 1.45 .8 1.1 2.4 2.8 5 5.5 1.0 2.4 9.2 3.4 21 1.4 .8 1.15 2.25 2.7 6 B.O 1.0 2.0 7.6 3.2 22 1.4 3.8 1.1 2.25 2.6 7 3.65 1.0 1.9 5.5 3.1 23 1.3 3.0 1.5 2.2 2.4 8 3.2 1.05 1.5 4.3 3.1 24 1.2 2.5 1.75 2.2 2.2 9 2.76 1.1 1.3 3.45 3.05 25 3.0 2.0 1.75 2.9 2.15 10 2.6 1.05 1.25 2.8 3.0 26 2.0 1.7 1.7 1.9 2.1 11 2.2 .96 1.25 2.0 2.9 27 1.8 1.6 1.66 1.8 2.1 12. 2.0 .85 1.2 2.15 2.8 28 1.76 1.4 1.6 2.0 2.05 13_ 1.86 .85 1.15 6.3 2.66 29 1.6 3.6 1.6 4.0 2.0 14 .... 1.7 .9 1.15 6.0 2.5 30 1.5 4.2 1.5 4.3 1.95 IB 16. 1.6 1.6 .9 .85 4 6 3.0 31 1.4 1.46 1.9 1.16 8.3 3.1 Digitized by Microsoft® 26 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Chattahoochee River at West Point, Go., — Oonfd Day. Jdn. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct Nov. 1897 2.'.'~Z 3 4 B 6 7 8 9 10 11 12 13 14 IB 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SO 81 1898 1 2 3 4 6 6 7....- 8 9 10 11 12 18 14 15 16 17 18 19 20 21 22 23 24 26 26 27 28 29 SO 81 1.9 1.9 1.9 1.9B 2.0 2.0 2.0 1.9B 1.95 1.9 1.9 1.95 1.96 2.1 2.2 4.0 4.05 8.36 3.3 6.4 8.2 7.3 6.6 4.8 3.7 3.6 8.2 3.0 3.0 2.96 2.4 2.35 2.2 2.2 2.2 2.16 2.15 2.16 2.16 2.1 2.16 3.0 2.76 2.6 2.6 2.76 2.9 2.96 2.76 2.7 2.8 3.2 2.8 2.9 3.0 6.0 6.6 4.06 3.6 8.1 3.16 4.4 7.0 7.4 7.1 6.0 6.0 6.2 6.0 4.7 4.9 7.12 6.6 6.1 4.7 4.66 4.6 4.5 4.6 4.36 4.35 4.45 4.8 6.6 6.5 4.0 3.9 3.8 3.06 2.9 2.8 2.6 2.2 2.2 2.2 2.1 2.1 2.1 2.1 2.1 2.06 2.06 2.0 2.0 2.0 2.1 2.6 2.6 2.6 2.6 2.5 2.5 2.46 2.4 2.S 2.3 3.6 3.6 3.6 4.1 10.96 9.3 7.1 5.5 5.3 6.2 10.7 14.1 12.9 11.0 10.9 lo.-o 9.0 8.6 8.3 8.1 8.0 8.5 7.6 6.0 4.95 4.7 4.6 4.3 4.0 2.3 2.3 2.3 2.8 3.1 3.16 3.0 2.9 2.6 2.2 2.1 2.1 2.1 2.1 3.2 3.0 2.8 2.6 2.4 2.16 2.16 2.15 2.15 2.1 2.1 2.1 2.1 4.0 4.0 3.95 4.4 8.6 10.2 11.0 10.6 8.0 7.1 6.6 6.3 6.0 6.8 6.7 6.6 6.3 6.0 4.5 4.2 4.2 4.1 4.0 3.8 3.85 3.7 3.66 3.6. 3.6 3.8 6.3 6.1 3.4 3.2 7.0 9.2 9.6 8.2 6.0 6.4 6.0 3.6 2.95 2.8 2.6 2.4 2.4 2.35 2.35 3.0 2.75 2.6 4.0 7.0 5.3 4.0 3.6 3.4 3.9 4.0 3.8 3.76 3.65 3.6 3.6 3.6 3.65 3.5 3.5 3.65 3.76 3.6 3.4 3.2 3.1 3.0 3.0 2.9 2.86 2.8 2.76 2.7 2.7 2.7 2.7 2.66 2.66 2.66 2.66 3.15 3.15 3.0 2.8 2.6 2.4 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.16 2.16 2.16 2.15 2.1 2.1 2.1 2.1 2.0 1.9 1.86 2.6 2.0 1.8 2.66 2.7 2.8 2.85 2.9 2.95 2.8 2.7 2.6 2.6 2.65 2.65 2.6 2.6 2.46 2.4 -2.6 2.9 2.7 2.6 2.65 2.66 2.6 2.6 2.5 2.6 2.8 2.16 2.0 1.9 f^aitkh^i^^ 1.7 1.66 1.65 1.66 1.6 1.6 1.46 1.46 1.4 1.4 1.4 1.4 1.6 1.66 1.9 2.0 1.8 1.8 1.7 1.55 1.6 1.76 2.0 2.1 2.0 2.1 2.2 1.76 vith 1.9 1.9 2.0 2.3 3.0 3.6 2.5 3.0 3.0 2.9 2.9 2.8 2.4 2.2 2.0 1.8 1.9 2.9 3.0 9.0 11.4 8.0 6.4 4.4 4.2 4.1 4.0 3.6 3.6 3.0 2.8 1.26 1.15 1.1 1.1 1.06 2.2 2.36 2.7 3.6 4.0 3.3 3.0 2.8 2.7 3.0 3.3 4.0 8.6 3.0 2.7 2.2 2.3 2.4 4.0 7.6 6.6 4.1 4.0 CSl 4.2 2.9 3.0 3.2 2.8 2.8 2.6 2.4 2.2 2.0 1.9 2.9 3.0 2.7 2.3 2.25 2.0 2.96 3.6 4.0 4.6 6.2 8.1 7.0 6.1 3.6 2.8 2.4 2.1 2.1 1.9 1.9 3.4 2.9 3.0 6.0 7.6 9.16 8.2 6.3 6.1 4.3 8.0 8.4 6.76 6.2 4.6 4.0 4.1 6.0 4.2 3.8 8.6 3.4 8.3 3.26 3.2 8.2 6.6 10.6 6.4 8.8 8.6 1.8 1.7 1.65 1.66 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.36 1.36 1.3 1.8 1.3 1.26 1.26 1.2 1.2 1.2 1.2 1.2 1.2 1.16 1.16 1.16 1.1 1.1 1.1 3.76 3.9 12.0 14.6 15.3 18.2 17.6 9.0 6.2 4.6 4.0 3.76 3.6 3.4 3.4 3.4 3.2 3.0 2.4 2.0 1.9 1.9 1.9 2.9 8.0 2.76 2.6 2.05 1.9 1.8 r.i. 1.1 1.05 1.06 1.0 1.0 1.0 .96 .96 .96 1.16 1.5 3.0 2.9 2.6 1.9 1.76 1.66 1.6 1.4 1.5 1.6 1.4 1.4 1.3 1.3 1.2 1.2 1.4 1.4 1.3 1.8 1.86 2.9 6.6 11.0 14.6 12.0 13.0 10.0 7.6 4.1 3.9 3.2 3.2 3.16 3.0 3.0 6.0 6.5 6.4 4.9 4.8 4.6 4.6 4.0 3.6 8.4 8.4 8.4 8.38 3.88 1.3 1.3 1.3 1.6 2.3 2.0 1.8 1.66 1.7 1.9 1.9 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.66 1.4 1.3 1.2 1.1 1.05 1.06 1.1 1.9 2.66 2.6 2.6 3.38 3.86 8.36 3.3 3.3 3.45 3.6 3.66 3.6 3.76 3.76 3.75 3.86 3.8 8.9 6.6 6.75 6.0 6.0 4.9 4.8 4.3 4.0 8.7 8.7 8.7 8.66 8.6 3.8 8.7 Chattahoochee River at West Point, Ga. 27 Daily gage height, in feet, of Chattahoochee River at West Point. Day. Jan, Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dee. 1899 1 4.3 4.3B 4.2 4.1 4.0 4.0 6.5 5.75 6.6 5.6 7.0 8.8 6.9 5.4 6.0 5.2 5.0 4.9 4.75 4.5 4.2 4.1 4.05 3.9 3.6 3.6 3.5 3.65 3.75 4.0 4.76 3.00 2.80 2.60 2.50 . 2.40 2.80 2.90 2.80 2.80 2.70 3.40 4.70 4.40 4.70 4.90 4.60 3.70 3.40 3.90 4.60 4.80 B.IO 4.20 3.80 3.70 8.30 8.20 S.OO 3.00 2.90 2.90 4.5 4.66 10.2 8.3 7.2 5.8 9.1 13.3 13.0 9.05 6.3 5.9 5.2 4.75 6.0 6.2 6.1 4.6 4.S 4.0 3.75 3.6 S.6 3.6 S.6 3.5 10.7 15.2 14.5 12.7 6.6 5.8 6.4 7.0 6.1 5.6 6.2 6.0 4.9 4.85 4.9 6.0 6.1 10.6 12.3 13.6 12.1 10.75 8.2 7.6 6.9 7.2 7.0 6.6 6.2 6.15 6.8 6.3 7.16 6.90 4.70 4.60 6.00 4.80 4.50 4.20 6.00 8.10 7.60 6.30 5.60 4.70 4.50 4.30 4.50 4.30 4.10 5.00 6.20 5.20 6.30 6.20 5.80 6.10 6.50 5.80 5.40 4.5iJ 10.0 7.7 7.0 7.15 6.7 6.4 6.9 7.3 6.8 6.3 6.0 6.4 6.16 5.1 5.05 6.0 4.95 4.9 4.8 4.6 4.46 4.6 4.65 4.7 4.8 5.6 6.06 6.1 6.0 4.7 4.3 4.2 4.1 3.9 S.8 S.76 S.76 3.7 3.8 4.0 3.8 3.7 3.65 3.65 3.65 3.6 3.6 S.6 3.2 S.1 3.1 3.05 3.05 4.8 4.1 3.8 3.6 3.4 3.3 3.26 4.0 4.90 4.80 4.60 4.40 4.30 4.20 4.00 3.80 3.60 3.60 3.50 3.40 3.40 3.40 3.30 3.30 3.20 3.20 3.70 3.60 3.60 3.40 3.40 5.00 4.40 4.20 4.00 3.60 s;40 3.6 3.3 3.2 3.1 3.0 3.0 2.9 2.8 2.8 3.0 3.1 3.2 3.8 4.0 4.1 3.6 3.1 3.0 2.9 2.8 2.8 2.6 2.5 2.7 2.9 3.4 3.6 3.2 3.0 3.2 3.0 2.8 2.7 2.6 2.4 2.4 2.4 2.8 Z.9 3.0 3.2 2.6 2.3 2.3 2.3 2.1 2.3 2.3 2.6 2.7 3.0 3.6 4.2 4.7 S.6 3.0 3.2 5.9 3.3 2.9 2.7 6.30 9.40 7.80 7.00 6.50 6.20 6.40 6.00 5.10 4.20 4.00 3.60 6.40 5.00 4.80 4.50 4.30 4.10 4.00 3.80 3.60 3.50 3.80 3.70 3.60 3.60 4.00 6.10 scMI 9.20 2.6 2.S 2.8 2.8 2.7 2.8 2.8 2.7 2.4 2.3 2.1 2.2 2.3 2.4 2.0 2.5 3.0 3.2 2.9 2.4 2.6 2.9 S.O 3.2 3.5 2.0 2.6 3.1 3.6 2.9 2.1 6.40 5.70 5.00 4.60 4.00 3.60 3.40 3.20 3.10 3.00 2.90 2.80 3.40 3.80 3.00 3.00 2.90 2.90 2.80 2.80 2.80 2.80 2.90 3.B0 3.80 3.40 3.20 3.00 2.90 ) 3.30 3.90 2.4 2.0 2.9 2.4 2.1 S.O 2.9 2.0 1.9 2.9 2.6 2.1 2.4 2.6 2.8 2.4 1.6 1.6 1.6 1.5 1.7 1.9 2.3 1.1 1.2 1.2 1.2 1.3 1.8 1.9 1.1 1.3 1.3 1.1 1.4 1.6 1.8 2.4 2.7 2.6 2.3 2.3 2.1 1.9 2.4 2.6 2.3 2.3 2.6 2.9 3.3 2.4 2.4 2.3 2.6 2.1 2.0 2.1 2.1 2.2 2.1 2.60 2.50 2.50 2.60 3.80 4.00 4.20 3.70 3.50 3.40 3.40 S.60 3.80 3.70 S.20 3.00 3.00 2.90 2.90 2.80 2.80 3.00 4.60 5.00 4.90 3.40 3.20 3.00 2.90 2.80 2.80 2.1 2.1 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 2.1 2.2 2.2 2.1 2.1 2.1 2.1 1.9 2.0 2.2 3.0 S.1 3.4 S.2 3.6 4.2 4.4 2 4.3 3 3.4 4 ... 3.4 6 S.4 6 3.2 7 8 3.1 3.1 9 10 2.9 2.6 11 2.4 12 3.5 IS 14 15 16 4.0 4.6 4.1 3.6 17 3.1 18 3.0 19 2.8 20 2.8 21 2.8 22 2.8 2S 3.2 24 6.0 26 6.7 26 6.6 27 4.1 28. 29 _ 3.6 3.4 SO 3.3 31 3.2 1900 1 2.80 2.60 2.40 3.00 3.00 4.60 4.60 4.20 4.60 7.30 8.60 12.20 19.12 19.50 18.50 12.40 6.90 5.60 4.70 4.60 4.60 4.60 4.70 4.80 4.80 5.00 4.60 4.90 4.10 4.10 4.05 4.05 4.00 3.95 3.90 3.90 3.85 3.80 4.90 6.10 6.70 6.00 5.60 4.20 4.00 6.00 7.70 8.60 7.40 7.00 7.60 7.00 9.20 8.00 6.00 4.80 ...4.50 itizet 3.40 3.30 3.30 3.60 6.00 4.80 4.30 5.10 8.10 8.50 5.80 4.60 6.50 3.90 4.20 6.40 6.00 7.00 8.40 6.00 4.60 3.80 4.60 16.40 17.80 14.60 12.20 8.40 ..5.60 /liero 4.10 6.10 4.60 3.20 3.00 2.90 2.80 2.70 2.60 2.60 2.40 2.30 2.20 2.30 9.20 13.60 8.80 8.00 5.70 4.30 8.20 3.00 2.90 2.80 2.80 2.70 2.70 2.70 2.60 2.60 2.80 2.70 4.60 4.20 4.S0 3.60 3.40 3.20 3.10 3.00 3.00 2.90 2.90 2.80 2.80 2.70 2.70 2.70 2.70 2.70 2.60 2.80 2.90 3.00 3.20 3.80 4.50 4.00 5.00 4.60 S.70 2 3.20 S 3.10 4 3.90 5 4.50 6 6.80 7 8 4.60 9 3.90 10 3.60 11 3.30 12 3.20 IS 3.10 14 4.90 15 4.20 16 3.70 17 18 19 20 21 6.60 22 23 24 4.80 2B 26 4.20 4.10 3.90 S.60 27 28 SO 31 7.20 28 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Chattahoochee River at West Point. —Cont'd. Day. Jan, Feb. Mar. Apr. May June July Avs. Sept. Oct. Nov. Dec. 1901 1 7.80 7.20 7.00 0.10 s.-.u +.70 4.00 :i.S)U 3 90 ;!. 80 ."i.OO la.M 1.5. to 14.70 ia.40 e.io .5.00 ■ li.OO .5.30 4. 80 4.80 - 4.40 4.30 4.20 4.10 4.00 , 3.90 4.00 . 4.90 4.80 4.70 19.00 17.60 8.30 7.60 5.10 4.70 4.20 4.10 4.00 3.90 3.80 3.70 3.60 3.40 3.40 3.30 3.30 3.20 3.60 3.90 5.40 5.00 4.30 3.80 8.70 3.70 3.60 4.60 4.10 4.40 4.90 4.70 t.liU 4.00 12. 60 13.80 10. ao 6.40 6.30 7.00 6.5U 6.20 O.Oll 5.40 4.80 4.50 4.40 . 4. .10 4.20 4.20 4.00 3.90 3.90 3.80 3.80 4.60 4.20 4.00 3.90 7.70 16.60 17.10 14.90 9.20 7.50 5.40 6.20 4.70 4.30 4.00 4.00 4.00 3.90 4.60 6.30 4.90 4.40 4.30 4.90 4.50 4.20 4.10 4.00 4.60 4.70 4.90 18.00 4.70 4.60 4.40 4.20 4.00 3.90 3.70 3. SO 3.50 3.40 4.10 4.20 4.50 4.00 3.90 3.70 3.70 3. BO 3.40 3.40 3.60 3.80 4.00 4.30 4.00 3.90 9.6(1 12.10 13.00 5.90 7.80 20.00 17.30 17.60 15.90 8.40 6.70 5.90 5.60 5.40 5.20 5.00 4.90 6.30 5.90 6.10 8.70 16.20 11.40 8.80 7.00 5.60 6.30 4.90 5.10 6.00 6.20 6.40 11.40 14.90 14.90 14.60 7.80 6.70 6.211 10.30 8.60 6.40 U.20 6.00 5.10 4.00 4.00 3.80 5.20 10.40 8.50 6.90 6.00 5.20 6.40 7.60 7.00 6.20 S.50 5.00 4.80 4. 60 4.40 4.20 4.10 4.10 14.00 8.30 6.10 5.60 5.30 6.40 6.60 6.20 6.10 4.90 4.70 4.70 4.60 4.60 4.50 4.60 4.60 5.50 4.90 4.70 4.50 4.30 3.90 3.90 3.90 3.80 3.80 3.90 3.90 4.00 4.00 4.00 4.00 4.00 4.00 3.90 3.00 3.90 3.90 3.80 3. SO 3.80 3.80 3.70 3.90 3.80 3.80 4.00 4.20 4.50 8.40 1.5.70 17.20 12.80 10.50 6.20 .5.50 5.(X) 4.30 fi.60 7.00 4.00 4.00 4.70 4.40 4.00 3.90 3.80 3.70 3.80 4.00 3.90 3.80 3.80 3.70 3.60 4.40 4.20 3.90 3.80 3.70 3.60 3.60 3.60 3.40 3.30 3.30 3.30 3.20 3.10 3.00 2.90 6.70 6.(10 7.10 U.90 5.80 S.60 U.40 5.90 4.70 4.20 4.00 3.80 4.00 4.90 4.70 7.90 7 00 7.40 6.20 4.50 4.20 4.00 3.90 3.80 3.70 3.70 4.70 4.20 4.00 3.80 4.60 3.50 3.30 3.10 2.90 2.90 2.80 2.80 2.70 2.70 2.70 2.60 2.60 2.60 2.60 2.50 2.50 2.90 2.70 2.80 2.90 2.80 2.70 2.60 2.40 •2.30 2.30 2.20 2.20 2.10 3.00 4.50 5.00 4.90 4.20 3.70 3.50 3.:i0 3.20 3.10 3.00 3.00 3.00 2.00 2.80 3.40 6.60 3.40 3.10 li.40 4.20 3.90 3.70 3.20 3.00 2.00 2.80 2.^■o 3. to 4.10 1.00 2.00 2.00 1.90 2.70 2.50 2.80 2.60 2.40 2.30 2.20 3.20 3.00 3.60 3.40 3.20 3.10 3.00 3.90 3.60 3.30 3.80 3.40 3.30 3.20 2.00 1.90 1.90 1.80 2.00 2.20 2.40 3.60 3.00 2.90 2.(-:o 2.00 3.00 4.80 0.40 o.a) 4.00 3.90 •5.30 4.20 4.00 3.60 6.80 10.40 7.00 10. 10 7.80 (i.,50 8.20 14.10 17.10 13. OO 8.20 7.10 U.CO .5.80 5.50 3.10 2.30 2.10 2.00 2.20 2.40 3.10 2.40 2.10 1.80 2.00 1.80 2.10 2.30 2.00 1.70 2.00 2.10 1.90 1.60 1.60 1.60 1.80 1.60 1.40 .1.20 1.30 1.60 S.00 4.10 3.00 6.80 5. 00 4.60 3.90 3.80 3.80 3.60 3.50 3.40 3.30 3.10 3.10 4.70 4.00 3.90 3.40 ,.5.00 10.40 12.70 7.80 4.80 4.10 3.89 3.0(> 3.40 3.40 3.30 3.3(1 3.80 41.50 2.80 2.20 2.10 2.20 3.00 2.80 2.40 2.00 2.30 2.60 2.20 2.20 2.30 2.30 2.60 2.60 2.30 2.00 1.90 1.90 2.00 1.90 2.10 1.90 3.00 3.80 6.30 5.00 4.60 3.80 3.40 0.30 5.10 4.40 3-60 3.30 3.10 3.00 2.90 2.90 2.90 2.90 3.00 3.10 3.30 3.50 3.20 3.20 3.20 3.10 3.00 2.80 2.80 2.80 3.80 2.70 2.70 2.70 2,70 2.70 2.70 3.80 3.20 2.90 2.40 3.00 3.00 2.60 2.60 2.60 2.20 2.20 2.60 2.50 2.70 2.80 2.40 2.40 2.40 2.20 2.10 2.00 2.00 2.00 2.00 1.90 1.90 3.40 3.20 2.70 2.20 2.10 2.60 3.60 2.60 2.50 2.90 2.80 2.70 2.60 2.60 2.60 2.60 2.50 2.50 2.50 2.60 2.50 2.50 2.40 2.50 3.00 3.40 3. .50 3.10 2.90 2.80 3.70 2.60 2.60 3.50 2.50 2.00 2.00 2.00 2.00 2.00 B.70 4.30 3.30 3.30 2.70 2.60 2.40 2.30 2.30 2.20 2.20 2.20 2.40 2.70 2.70 2.70 2.60 2.30 2.30 2.30 6.70 4.90 4.S0 3.60 3.00 2.60 z 2.40 3 2.90 4 3,20 5 3.10 3.10 7 8 11) .3.00 3.00 2.90 3. SO 11 : :.. .. 3.30 i> 3.20 13 U 3.00 3.20 15 6.40 IH 7.10 17 18 7.60 6.30 li go 21 a! 2S 24 4.40 3.60 3.30 3.30 3.20 3.10 3.90 20 27 ;,., 4.60 5.40 28 .. -i '.i 6.80 29 ........ 30 31 ■...>....„;: 1902 2..................'.". 19.00 25.00 30.00 3.60 3.„ 4.._ 5 6.70 7.40 5.60 4.40 3.80 S.40 S.20 3.00 3.00 3.00 3.00 2.90 7.00 10.10 7.60 6.10 4.60 3.90 4.60 4.40 5.00 6 7 _ 8 - 9_ 12 _ 13 __ 14 17_ 18 20 21 23 — 26 26 27 3.70 28 _ 3.30 30 81 3.70 4.10 Digitized by Microsoft® Chattahoochee River at West Point, Ga. 29 Daily gage height, in feet, of Chattahoochee River at West Point, Ga. Continued. Day. Jan. Feb.. Mar. Apr. May. June. July. Aug. Sept. .Oct. Nov. Dec. 1903. 1 2 4.1 3.7 3.4 3.3 3.6 6.4 6.9 6.2 18.5 20.1 13.9 12.0 14.9 12.8 10.1 . 0.4 . a.a 14.5 15.9 14.0 14.2 6.3 5.5 5.1 4.9 4.6 4.5 4.4 8.3 2,9 2.9 2.9 2.8 2.8 2.8 3.1 4.8 5.0 4.4 it . . 4.1 3.7 3.4 3.3 3.2 3.0 " 3.1 3.7 4.0 5.4 6.4 6.1 5.3 4.3 3.9 3.6 3.4 11.6 11.2 11.3 • 7.4 7.0 6.4 6.1 5.7 5.3 6.1 ■ 7.6 9.2 10.2 8.7 6.3 5.9 5.6 5.3 . 5.0 4.9 5.7 8.2 •13.1 14'. 7 14.6 15.2 14.3 6.4 7.0 12.0 13.5 3.3 3.3 3.7 3.5 3.3 3.1 4.7 6.0 6.0 5.4 4.2 3.7 3.6 3.6 4.0 4.2 3.7 3.4 3.2 3.1 3.0 3.0 3.-8 3.3 3.8 3.8 3.6 3.3 3.2 3.1 3.0 12.2 10.2 7.0 6.4 6.1 5.7 9.5 5.4 9.2 8.6 6.8 5.7 6.2 6.9 8.2 10.1 6.3 5.6 5.3 7.2 7.2 5.7 5.1 4.9 4.7 5.1 5.0 4.9 4.6 4.5 2.9 2.9 2.9 2.8 2.7 2.7 2.8 3.2 3.6 3.5 3.5 3.4 3.1 2.9 2.8 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.7 2.6 2.6 2.6 2.6 2.6 2.6 2.6 4.4 4.4 4.4 4.4 4.4 4.3 5.4 5.2 4.8 4.5 4.3 4.2 6.6 5.9. 12.7 9.0 6.1 4.8 4.4 4.2 4^1 4.0 3.9 3.8 3.7 3.6 3.6 3.6 3.6 3.6 5.5 2.5 2.5 2.4 2.4 2-4 2.4 2.4 2.4 2.4 3.1 3.4 3.1 2.6 2.4 2.3 2.3 2.3 2.3 2.2 2.1 2.0 2.0 2.0 1.9 1.9 ].9 1.8 1.8 1.8 1.8 2.7 5.7 6.7 6.1 8.8 9.3 10.8 11.9 11.4 6.7 6.1 5.1 6.1 5.1 4.6 4.2 4.0 , J.-9 3.8 3.7 3.6 3.6 3.8 3.6 3.6 3.5 4.0 4.5 5.0 5.2 4.7 3.0 .1:? 2.4 2.2 2.1 1.5 1.4 2.0 2.3 2.1 2.0 1.8 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.3 1.7 1.3 1.4 1>3 1.2 1.4 2.0 4.0 3.7 3.5 3.6 4.1 3.8 4.0 4.0 4.3 4.0 3.7 3.7 3.6 . 6.4 .6.1 4.5 - 3.7 3.4 3.2 3.1 3.6 2.9 2.9 2.9 3.1 '3.0 2.8 2.7 2.7 3.0 4.0 2.5 2J 2.1 2.1 1.7 1.9 1.6 1.3 2.4 2.1 1.8 1.6 1.6 4.8 1.9 1.4 1.4 1.7 1.4 2.0 1.7 2.0 2.1 2.3 2.0 i.9 1.4 1.9 1.-7 2.1 2.2 3.8 .3.0 3.7 3.8 4.6 4.5 4.0 3.3 2.9 2.8 . 2.8 2.7 2.9 3.0 2.8 . 4.0 4.3 4.7 5.7 5.1 3.8 3.1 2.9 2.7 2.6 2.5 2.4' 2.3 2.3 2.3 2.3 2.6 • 2.7 2.5 3.3 2.6 3.1 5.3 11.4 12.6 12.4 9.6 6.2 4.8 4.2 5.0 4.0 3.9 3.4 3,0 2.9 2.3 . 2.4 2.2 2.2 4.3 5.1 4.1 5.8 3.9 3.0 2,4 2.2 2.2 2.2 2.1 2.1 2.1 2.3 2.1 2.1 2.0 2.0 2.2 2.0 2.0 3.5 4.7 5.3 4.5 3.4 3.0 2.6 2.5 2.4 2.4 2.3 2.3 ■ 2.2 2.1 2.1 2.1 2.3 1.4 2.0 •1.9 1.8 ' 2.5 2.4 2.2 2.1 1.9 1.7 1.6 1.6 1.6 1.5 1.5 1.4 1.4 1.4 1.3 1.3 1.4 1.8 1.9 . 1.5 1.4 1.3 1.3 1.3 1.3 2.1 2.1 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.2 2.1 2.1 2.0 2.0 • 2.0 2.0 2.5 2.5 2.4' 2.3 2.3 2.2 2.1 '2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.2 1.2 1.2 1.2 1.1 1.1 1.2 1.2 1,1 1.1 l.-l u ■ 1.1 1.0 1.0 1.0 1.1 1.0 1.1 1.2 .9 .9 .9 .9 .9 1.1 1.2 1.1 1.0 1.1 2.0 2.1 2.2 2.5 3.5 2.8 2.6 2.8 2.5 2.3 2.3 2.3 2.5- 2.5 2.4 2.4 2.3 2; 7 -2.9 2.7 2.6 2.5 2.4 2.3 2.3 2.3 2.3 2.3 2.2 2.2 1.2 .9 1.1 1.5 1.7 1.6 1.6 1.5 1.6 1.5 • 1.5 1.5 1.6 1.7 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.8 1.8 1.8 1.8 1.7 1.7" 1.7 1.6 2.2 2.2 3........ 4; 5 € "7 8 9. 4.1 4.1 4.1 4.0 3.8 3.6 .^4 3.3 3.3 4.1 4.2 5.2 4.2 .1.S 3.6 3.5 .3.3 3.2 3.2 3.2 3.1 . 3.1 3.2 3.2 3.2 ■ 3.5 3.7 3.5 3.9 2.4 2.3 2.4 2.4 2.4 2.3 2.3 2.4 2.4 2.7 3.6 2.8 2.7 2.7 2.7 2.6 3.5 3.6 3.3- 3.1 2.8 3.3 5.5 5.1 4.2 3.8 3.3 3.0 3.0 2.9 2.9 2.2 2.2 2.2 2.3 2.3 2.3 2.4 10 2.5 11 12 . .'.. 2.5 2.4 13 2.4 14 .-. 2.4 15 2.4 2.4 17 2.4 2.3 19 2.3 2.3 2^6 22 2.6 23 2.6 2.6 2.5 26 27 3.0 3.0 2.8 29 2.7 30 2.5 31 2.4 1904. 1...; 1.7 2...- 1.8 1 1.9 2.0 2.0 6 2.6 7 ,3.0 8. 3.2 9 3.1 2.5 11.... 2.2 12 ,. 2.1 1.9 14.. J 15.. _. 16 ...: 17 2.0 ' 1.8 1.8 1.8 1.8 19 I.S 20 ,.... 21 : 1.8. l.T 22 1.7 ?3 , 1.7 1.7 25 1.0 26 2.1 27 2.1 28 3.5 29 .... 3.6 3D 3.7 31..; 3.8 Digitized by Microsoft® 30 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Chattahoochee River at West Point, Qa. Continued. Day Jan. Feb. Apr. May July Aug. Sept. Oct. Nov. 2.9 2.6 2.3 2.3 2.3 2.2 2.6 2.8 2.6 3.0 2.7 3.4 12.6 10.6 10.2 6.5 4.0 3.6 3.4 3.3 3.2 3.1 3.0 2.7 2.7 2.6 2.3 2.3 2.4 2.5 2.5 3.7 3.6 6.3 13.1 12.9 12.2 12.6 6.7 1.9 4.6 4.4 4.8 4.4 4.4 4.4 4.2 4.1 4.1 4.2 4.1 4.0 6.4 11.6 18.4 9.8 6.7 6.4 5.4 2.6 2.5 2.4 2.4 2.7 8.0 8.2 4.0 8.6 8.8 7.3 7.0 9.2 8.9 8.6 6.1 4.8 4.3 3.9 3.8 4.6 6.0 4.9 4.4 4.0 4.6 4.4 4.2 4.0 4.0 3.9 4.0 4.0 3.9 3.9 3.7 3.7 3.6 8.6 8.6 3.6 8.4 3.4 3.4 3.4 3.4 3.4 3.3 3.4 3.4 8.2 8.2 8.6 8.6 8.4 8.3 3.2 8.2 3.1 8.1 3.1 3.6 3.3 3.1 3.6 8.6 3.2 3.1 8.1 8.0 8.0 8.8 3.4 3.1 8.0 3.0 2.8 2.8 2.8 2.7 8.1 3.1 3.6 4.2 3.8 4.1 8.8 6.6 8.1 6.4 6.2 4.6 4.1 8.9 7.6 11.6 11.7 11.0 11.0 18.9 17.6 15.1 9.2 6.0 6.2 4.9 4.8 7.2 2.7 2.7 2.7 2.6 2.8 2.9 2.9 2.9 2.9 3.2 3.2 3.1 2.9 2.8 8.0 3.0 2.6 2.6 2.6 2.6 2.7 2.8 2.8 2.4 2.6 2.6 2.0 2.0 2.6 6.4 6.4 6.4 5.0 4.7 4.6 4.4 4.8 4.2 1.5 4.7 4.4 4.8 4.0 4.1 4.1 4.0 4.1 8.9 3.8 8.8 3.8 8.8 3.6 3.6 8.7 8.6 3.1 2.6 2.7 3.0 2.9 2.9 3.1 2.9 4.3 4.0 3.8 3.0 2.7 2.5 2.4 2.8 3.0 3.7 8.0 2.9 2.8 2.9 4.1 4.0 6.0 4.1 3.6 8.2 3.1 2.9 3.6 8.4 8.7 4.1 4.1 4.3 6.6 4.9 1.1 8.7 3.6 3.4 8.3 8.2 8.2 3.1 3.0 3.0 2.96 2.9 2.5 3.0 2.8 2.8 2.8 3.3 8.4 2.6 2.4 2.3 2.8 2.1 ■ 2.1 2.1 2.1 2.0 1.9 1.7 1.6 1.6 1.9 2.2 2.6 2.2 2.9 2.4 2.4 2.3 2.6 2.6 2.6 2.9 2.2 2.2 2.4 3.1 3.0 2.8 2.7 2.8 3.8 3.2 2.9 2.8 2.8 2.6 2.6 2.6 4.6 8.5 8.6 6.8 6.2 4.6 3.8 3.4 3.16 8.0 2.8 2.7 2.6 3.1 8.1 2.8 4.4 7.8 4.9 3.2 2.9 3.9 4.9 7.8 4.8 4.2 6.8 8.7 8.2 6.4 3.9 3.7 8.2 2.8 2.6 2.7 2.0 2.6 2.3 2.8 2.7 2.6 2.0 1.4 2.6 2.3 2.6 3.0 2.6 4.0 3.2 2.6 3.1 6.0 4.3 4.4 3.9 8.5 8.8 .7.0 6.8 7.6 6.6 8.6 5.1 6.7 6.0 5.6 6.6 6.4 6.0 |/4 3.1 2.2 2.0 1.3 2.0 1.9 1.6 1.6 1.5 2.6 2.7 8.0 4.1 5.2 5.5 4.6 6.2 4.7 4.4 3.6 2.8 2.6 2.2 2.8 8.4 4.0 3.7 3.0 2.6 2.0 2.1 2.0 6.4 6.1 4.9 6.2 6.0 6.8 4.9 4.1 4.0 3.9 4.3 3.7 6.2 8.2 6.6 6.1 6.2 6.9 7.6 6.8 6.4 6.0 4.8 4.6 4.0 3.6 4.2 4.0 6.4 6.0 1.9 1.8 2.2 2.5 2.9 2.2 2.0 1.8 1.7 1.7 1.6 1.6 1.8 1.7 1.7 1.6 1.5 1.6 1.6 1.6 1.4 1.3 1.3 1.3 1.6 1.4 1.3 1.3 1.3 1.6 7.2 8.2 6.9 4.9 4.1 11.2 9.4 6.1 4.8 4.7 4.6 6.7 4.6 4.2 3.6 3.4 3.8 3.3 4.0 7.4 6.5 6.9 6.3 6.8 5.1 4.8 4.6 4.6 5.0 1.9 3.6 2.7 2.1 1.8 1.7 1.6 1.7 1.6 1.8 2.86 2.7 2.36 2.9 2.6 2.1 2.0 1.8 1.8 1.9 1.7 1.7 1.65 1.72 1.86 2.8 2.7 2.26 2.1 2.0 1.98 6.3 6.2 7.0 8.6 9.4 7.6 6.6 6.3 6.0 4.4 4.2 4.0 3.9 3.8 3.7 8.7 3.6 10.6 12.3 7.8 6.2 4.7 4.3 4.0 3.96 3.85 8.76 3.66 8.65 8.56 3.6 1.88 1.85 1.86 1.86 1.9 1.85 1.76 1.96 1.88 2.0 2.8 8.0 2.5 2.1 2.1 2.1 2.0 2.0 2.0 2.06 1.9! 2.0 1.96 1.95 1.95 1.98 2.0 2.1 2.1 2.1 3.6 3.46 8.4 3.4 3.36 8.86 3.4 3.3 3.3 8.3 8.26 3.26 3.3 3.3 3.6 3.55 8.6 4.6 5.0 5.1 5.5 4.6 4.1 3.6 3.65 3.5 3.45 8.4 3.36 8.3 Chattahoochee River at West Point, Ga. 31 Daily gage height, in feet, of Chattahoochee River at West Point, Qa. Continued. Day. Jan. 1 Feb. Mar. .\pr. May. June. July. Aug. Sept, Oct. Nov. Dec. 1907. 1 9.1 9.1 8.1 5.5 4.9 4.5 4.4 4.2 4.1 4.0 3.95 3.9 3.8 3.8 3.7 3.6 3.65 3.55 3.5 3.65 3.75 3.65 3.6 3.45 3.4 3.55 3.55 3.45 3.4 3.4 3.9 8.6 9.3 6.4 4.7 5.6 6.8 6.5 6.3 5.5 4.8 4.6 6.6 7.3 7.9 5.8 6.0 4.5 4.3 4.2 4.0 3.95 3.9 3.85 3.75 3.75 3.7 3.8 3.7 3.66 3.75 4.1 6.1 8.4 6.2 6.5 12.0 10.8 7.2 5.6 4.9 4.6 4.3 4.2 4.0 3.9 3.8 3.75 3.7 3.65 3.6 3.65 3.65 3.6 3.55 3.5 3.95 4.2 5.8 7.0 11.8 11.6 8.0 6.2 .5.0 5.0 4.8 4.S 4.3 5.4- 7.6 9.0 9.3 7.6 11.6 12.6 11.4 9.9 7.0 6.6 6.Q 5.6 5.2 5.0 4.8 5.2 5.4. 5.0 4.9 8.2 10.9 12.5 10.0 7.2 6.5 4.9 4.6 4.4 4.2 4.2 4.1 4.0 4.0 4.6 4.0 4.1 3.95 3.8 3.8 3.7 3.7 3.6 3.55 3.55 3.5 3.45 3.4 3.35 3.35 3.3 4.6 4.4 4.4 4.6 4,4 43 4.2 4.1 4.1 4.0 3.9 3.95 4.0 4.0 4.0 3.95 3.86 3.85 3.75 3.7 3.6 4.6 7.0 11.1 .12.3 11.8 9.2 6.1 6.6 4.8 4.8 3.5 3.5 3.5 3.5 , 3.4 , 4.0 3.7 4.2 4.0 3.6 3.4 3.3 3.3 3.3 3.3 3.25 5.8 5.8 5.2 4.8 4.1 5.3 8.3 8.0. 7.1 5.4, 4.7 4.8 6.8 6.5 4.8 4.0 4.2 4.2 4.1 4.2 4.3 4.3 4.3 4.1 4.0 4.0. 3.7 3.3 3.9 6.2 6.4 6.2 5.6 5.4 5.4 4.2 5.6 5.0 10.9 15.9 14.6 12.1 7.4 6.8 4 4 4.0 3.85 4.0 4.1 3.95 5.0 4.8 5.1 4.8 4.5 4.3 3.9 3.8 7.3 7.0 5.6 4.7 4.1 3.7 3.5 3.4 3.35 3.3 3.35 3.5 4.0- 4.0 3.9 3.5 3.5 5.2 6.0 4.8 4.5 4.5 5.0 6.0 6.6 6.4 5.1 4.6 4.4 4.2 4.0 4.0 •3.85 3.95 4.7 5.2 4.6 4.5 4.2 3.9 3.8 3.8 4.2 4.7 4.2 3.95 4.2 4.2 h., n/i 3.65 3.65 4.2 4.2 3.6 3.35 3.2 3.1 2.95 3.0 2.8 3.0 2.8 3.3 3.5 3.1 3.1 2.8 2.8 2.8 2.9 2.75 2.7 2 7 2.05 2.7 2.7 3.45 3.1 3.1 3.6 3.55 3.6 3.7 4.2 4.3 3.65 3.4 3.3 3.25 3.85 3.4 3.2 3.35 3.6 4.1 3.75 3.3 3.3 3.1 3.05 • 3.0 3.2 3.8 3.76 3.2 3.0 2.9 2.8 2.65 3.0 3.2 3.5 3. 35 3.2 2.8 3.4 3.0 2.0 2 45 2.35 2.4 2.3 3.9 5.2 3.1 2.85 2.0 2.7 2.7 2.9 2.8 2.45 2.3 2.0 2.3 2.05 2.95 3.3 3.3 2.96 2.6 2.5 2.5 2.6 2.7 4.4 4.8 4.4 3.75 4.1 4.3 3.7 3.25 2.95 3.0, 2.8 2.6 2.5 2.4 2.8 3.0 2.5 2.4 2.7 2.65 2.2 2.9 2.46 2.45 2.65 2.65 2.5 2.9 2,55 2 5 2.3 2,1 2 3 2 3 2 3 3 25 2.0 2.5 2,7 2.45 2.3 3.2 3.9 3.35 2.9 2,5 2 35 2 7 2.5 2.4 2.55 2.7 2.4 2.1 1,95 1.8 1.8 2.45 2.35 2.2 2.2 2.3 2.3 2.0 3.2 3.2 .3.25 3.2 2.7 2.35 2.1 2.1 2.0 2.1 2.3 2.6 3.0 3.7 3.5 3.05 4.5 8.4 8.8 6.6 4.0 3.1 2.8 2.5 1.7 1.7 1.8 1.7 2.6 3,0 2, 65 2,25 2.3 2.8 3.2 3.2 2.05 2.4 2.1 20 2.0 1.8 1.7 1.7 1.75 2.0 3.7 3.5 4.0 4.3 2.8 2.5 2 6 , 2.8 2.3 2..35 2.2 2.1 2.15 5.6 5.6 4.8 3.35 2.8 2.6 2.3 2.2 2.15 . 2.05 2.0 2.0 1.95 1.95 1.9 1.96 2.1 2.05 ,2.0 1.95 1.9 1.85 1.8 1.9 1.9 3.1 2.S 2 55 2 2 2.1 2,1 2 15 2.25 ■2, 8' 2.4 2 2 2.1 2.0 1.9 1.85 1.8 , 1.7 1.8 1.8 1.75 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.8 1.75 1.8 1.8 1.7 1.76 1.7 1.7 1.7 1.7 \:l 2,06 s;o 3.2 3.75 3.45 3.3 1.96 1.9 2.05 1.95 2.0 1.96 1:9 1.85 1.9 1.9 1.9 2.4 2.7 2.5 2.8 3.05 3.25 1.9 1.85 2.1 2.2 2,2 2,4 2.15 2.05 2.0 2.35 3.2 3.06 3.3 2,85 2.6 2.4 2,25 2.4 2.8 3.0 -4.2 6,1 7.6 8.4 7.8 7.8 5.0 4.0 4.3 4.4 3.3 2.9 2.8 4.2 4.3 3.8 3.25 2.9 2.8 2.6 "2.45, 2.35 2.3 2.3 2.46 2.5 2.45 2.65 2.55 2; 6 2.5 2.1 . 2,15 2.3 2.3 2.35 2.2 2.25 2.15 2.15 4 2 2 3.7 3 3.3 4 ■. 3.2 5 .. .. 3.1 2.96 7. 2.9 8 . 2.9 9 3.2 10 4.8 11 ... . 5.1 12 5.2 13 ,1.0 6 6.0 IG 5.3 17...: 4.8 18 4.2 4.0 20 3.7 21* 3.55 22 3.55 23 24 8.9 10.0 25 . .,.: 7,e 6.6 4.6 29 '. 4.2 4.8 30 5.8 31 7.0 1908. 1 .■ 2.4 2„j - 3;.... 4 '. 2.9 3.0 2.6 S : Q 2.6 2.7 7 8 3.25 3.85 9 10 7.5 7.4 11 4.4 12,.., 3.3 14 3.2 3.3 3,2- 2.9 2.8, 2.75 IS........ 16 ; 17 19 21 : 2.7 9.2 11.4 8.8 6.7 22 24 . 6.9 4.1 3.8S 3.5 3.45 3.55 27 29 31. 82 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Chattahoochee Rimer at West Point, Oa. Continued. Day 1909 1910 Jan. 3.5 3.4 3.2 3.15 3.1 5.8 7.7 5.6 4.3 3.75 3.5 3.4 3.35 3.45 3.5 3.65 4.6 6.9 5.8 4.6 4.0 3.7 3.S5 3.5 3.3 3.3 3.2 3.1 3.05 3.05 2.95 3.16 3.2 3.2 3.15 3.1 3.16 4.1 5.0 4.6 4.4 3.8 3.6 8.3 3.3 3.36 3.2 3.2 8.1 3.2 3.46 4.0 4.5 4.2 4.4 4.4 4.1 3.96 4.3 B.3 B.l 4.4 Feb. 2.9 2.9 2.95 2.9 2.9 4.4 4.6 11.1 12.2 9.4 7.5 9.5 10.8 14.4 13.4 8.2 7.0 7.2 6.6 8.8 9.0 10.7 10.0 7.4 6.0 5.2 4.2 3.8 3.9 4.2 4.0 3.66 3.46 3.4 3.46 3.4 3.66 4.3 4.2 8.86 3.6 3.6 4.0 6.7 6.0 6.2 6.8 6.6 6.0 6.4 4.6 4.9 4.8 4.6 4.7 4.8 4.4 4^.4 5.5 6.0 6.0 16.0 16.6 15.0 19.0 17.2 14i9 13.6 12.2 7.0 6.4 8.2 13.0 10.4 7.5 6.0 5.9 6.2 6.8 6.0 6.8 .5.9 5.6 6.6 8.0 7.3 6.3 6.2 4.6 4.3 4.1 3.95 3.85 4.2 4.3 4.4 4.1 3.8 3.7 3:6 8.66 3.65 3.66 3.65 3.4 3.4 3.36 3.3 8.3 3.3 3.3 Apr 6.0 4.8 4.6 4.5 4.4 ■4.3 4.4 4.8 4.9 4.8 4.4 4.3 4.5 6.0 4.6 4.3 4.1 4.0 3.9 3.85 3.8 5.4 9.2 7.6 6.4 6.8 6.4 5.5 3.05 3.1 3.1B 3.06 3.1 3.2 3.1 3.1 3.1 2.95 2.96 2.9 3.0 3.0 2.95 7.2 7.9 7.0 6.2 4.2 3.6 3.66 3.65 8.4 3.46 3.45 3.8 ...3.8 May. 7 6 11.0 11.7 9.8 5.8 5.1 4.8 4.4 4.3 6.7 5.5 4.7 4.4 4.1 3.9 4.1 4.3 4.1 4.6 6.2 7.4 7.0 5.8 5.0 5.4 6.2 5.0 4.6 4.3 3.2 3.0 2.8 2.8 2.66 2.8 2.9 3.1 3.6 6.4 7.5 4.8 3.9 3.8 3.6 3.3 3.1 3.66 3.2 3.35 6.3 6.6 7.2 7.6 11.2 June. 4.8 4.3 5.4 8.7 8.1 8.9 7.5 5.3 4.7 4.3 4.2 4.1 4.0 3.9 4.4 4.6 4.8 4.4 4.3 4.3 6.0 6.6 4.9 4.8 4.9 4.4 4.4 4.1 5.6 4.9 3.3 3.1 3.1 3.2 3.4 3.7 3.8 6.1 4.2 4.1 4.3 4.2 4.6 6.6 6.6 4.8 4.4 4.2 3.65 3.3 3.4 4.3 4.0 8.7 8.6 9.2 6.8 6.2 July. 4.4 3.9 3.8 4.0 3.4 3.4 3.7 4,0 6.4 7.2 5.5 4.5 4.0 4.5 4.0 4.7 4.3 3.9 3.55 3.4 3.15 3.9 3.3 3.76 3.55 3 4 3.15 3.1 3.1 3.75 4.1' 11.1 8.4 8.6 7.7 6.6 5.6 6.1 5.7 6.6 6.2 5.0 4.6 4.0 3.65 3.55 3.5 3.86 4.6 3.9 3.45 3.2 8.1 8.1 3.76 3.6 3.46 3.3 8.16 3.06 3.3 3.1 2.9 Aug. 4.1 3.5 8.7 15.5 12.0 8.8 7.8 5.4 4.8 4.5 4.0 3.6 4.1 5.0 5.4 4.4 4.2 3.7 3.3 3.15 2.9 2.8 2 75 2.65 2.7 2.45 2.6 2.5 2.5 2.4 6.3 2.9 3.0 3.2 2.6 4.9 5.7 7.6 7.4 5.8 4.4 3.6 3.6 3.76 3.0 2.8 2.8 2.96 3.0 2.85 3.1 2.9 2.66 2.46 2.45 2.4 2.4 2.6 2.6 2.66 2.4 2.6 Sept. Oct. Nov. 4.9 3.05 2.85 2.65 2.55 2.45 2.35 2.3 2.55 2.6 2.6 2.9 2.8 2.3 2.S 2.9 2.75 3.15 3.4 3.05 2.7 2.7 2.7 3.9 6.6 5.0 3.5 3.0 2.9 2.8 2.7 4.2 6.4 4.8 3.75 3.2 2.9 2.7 2.86 3.0 3.05 3.0 3.0 2.66 2.3 2.8 2.4 2.6 2.3 2.1 2.0 2.35 2.26 2.3 2.3 2.1 2.4 2.2 2.7 3.4 2.2 2.2 2.4 2.3 2.25 2.3 2.3 2.3 2.4 2.35 2.2 2.3 2.3 2.55 3.1 5.9 5.4 3.9 3.15 3.0 2.9 3.6 4.2 3.5 3.1 2.75 2.75 2.6 2.5 2.5 2.5 2.85 3.06 2.6 2.6 2.2 2.15 2.65 3.0 3.8 3.66 3.7 3.26 3.0 2.6 2.6 2.6 2.25 2.25 2.2 2.1 2.1 2.2 2.26 2.1 2.1 2.1 1.96 2.1 2.3 2.8 2.1 2.4 2.55 2.8 2.55 2.5 2.55 2.65 2.6 2.45 2.25 2.35 2.4 2.45 2.5 2.4 2.3 2.7 2.9 2.7 2.7 2.85 2.7 3.25 4.1 3.6 .3.1 2.95 2.75 2.5 2.5 2.2 2.1 2.0 2.0 2.1 2.6 2.4 2.25 2.15 2.1 2.1 2.3 2.2 2.1 2.1 2.2 1.96 2.05 2.36 2.5 2.2 2.1 2.1 2.2 2.1 2.3 2.3 2.5 2.6 2.1 Chattahoochee River at West Point, Ga. 33 Daily gage height, in feet, of Chattahoochee River at West Point, Oa. Continued. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1911 1 . 3.1B 3.2 8.1 10.0 9.4 8.0 5.3 4.4 3.95 3.76 3.5 3.4 3.35 3.26 3.25 3.05 2.86 2.9 2.95 3.0 2.95 3.0 2.9 2.8 2.7 2.7 2.76 2.9 2.9 2.8 2.75 5.8 5.9 6.7 5.8 6.4 5.0 4.7 5.0 7.8 7.1 5.8 5.2 4.8 4.6 4.3 4.2 4.0 4.0 4.2 4.6 4.4 4.2 3.9 3.9 4.0 3.6 3.8 3.8 10.5 14.4 13.0 2.6 2.5 2.7 2.9 3.1 2.85 3.2 3.1 3.45 4.5 4.3 6.6 6.8 4.8 4.2 4.0 3.7 3.6 3.45 3.75 3.7 3.7 3.7 3.5 3.4 3.3 3.2 2.95 2.95 2.86 3.06 3.1 3.2 2.9 2.9 2.8 2.85 2.8 3.0 2.9 2.8 2.7 2.6 2.55 2.6 2.7 2.8 2.96 2.96 3.16 3.20 2.85 2.9 3.76 6.0 4.6 4.8 4.2 3.6 6.5 5.7 5.4 6.6 6.0 8.6 8.6 7.7 6.8 6.2 6.6 6.1 6.0 5.5 20.0 22.7 19.4 17.6 15.4 7.1 6.4 6.0 6.7 7.6 9.6 8.6 7.2 6.2 11.8 13.5 3.46 3.4 S.l 3.0 6.6 8.0 8.9 9.3 9.0 10.4 8.4 6.6 6.9 5.8 5.9 6.4 5.0 4.6 4.6 4.7 4.3 4.3 4.1 3.8 3.6 3.6 3.46 3.4 3.7 3.6 3.65 3.86 3.65 3.46 3.4 3.36 3.3 3.1 3.0 3.1 3.0 2.76 2.9 2.9 2.7 2.65 2.6 2.65 2.7 2.6 3.2 3.25 3.8 4.3 3.7 3.4 3.2 3.0 2.5 2.4 2.6 6.4 6.4 •5.8 6.2 7.2 6.2 6.3 7.2 6.6 6.4 4.9 6.1 5.1 4.9 4.6 4.4 4.4 4.3 4.4 4.0 4.0 3.9 3.8 3.8 3.8 3.8 3.7 3.5 4.1 6.6 1 2 6 1 "^^ 2.2 6.4 4.8 4.2 4.4 5.0 4.2 3.6 3.2 2.6 2.5 2.9 3.0 2.4 2.5 2.4 3.0 3.0 2.8 3.0 2.1 1.76 1.76 1.76 1.75 1.75 3.3 2.2 1.8 1.5 1.42 3.3 3.1 3.4 4.2 3.7 3.4 3.6 6.0 5.1 6.6 7.5 6.9 4.4 3.8 3.6 3.5 3.4 3.8 4.6 3.9 ^.5 3.4 3.6 3.2 3.1 4.2 3.6 3.3 3.2 2.8 ^ 2.8 1.6 1.8 2.6 2.6 2.9 2.6 2.3 2.2 3.4 3.2 2.1 1.8 1.6 1.46 1.6 2.2 2.7 2.3 2.3 2.4 2.2 1.7 2.1 2.7 2.1 2.1 2.0 1.9 1.56 1.56 2.6 1.86 1.65 1.6 1.4 1.35 1.65 2.4 2.1 2.0 2.1 3.4 4.5 3.4 3.2 2.6 2.4 3.7 4.6 6.3 4.0 3.4 2.6 2.8 2.6 2.6 3.0 3.9 3.8 2.8 2.6 3.6 3.6 3.2 4.6 6.4 6.0 4.9 4.0 3.7 3.2 3.3 3.4 3.4 3.5 3.2 3.4 3.1 3.3 3.8 5.3 5.3 5.6 4.1 3.8 3.6 3.4 3.3 3.3 3.1 3.2 3.1 3.1 2.8 2.7 2.9 3.0 2.6 3.4 4.0 7.7 7.8 7.2 6.4 4.2 3.6 3.8 3.6 3.0 3.1 3.5 3.4 3.1 3.3 3.1 2.9 3.2 3.1 2.8 2.9 3.2 3.2 3 1 2 2.4 2.45 2.46 2.26 2.2 2.26 2.2 2.2 2.35 2.3 2.05 i.g 1.96 1.95 1.86 1.72 2.05 1.9 2.6 3.6 2.2 2.1 2.7 2.12 2.2 2.6 2.6 2.6 2.5 2.3 2.6 3.4 4.0 5.5 5.1 5.2 6.3 5.4 . 4.2 3.5 3 4 3 4 3.3 2 8 6 2.9 6 2.6 2.7 8 9 2.7 3.0 10 3.2 11 3.1 12 2.6 13 2.6 14 2.4 IB 2.8 le 3.1 17 3.4 18 3.2 19 3.0 20 3.8 21 4.7 22 3.3 1 3.2 2.8 3.2 2.6 1 2:7 2.6 1 2.6 6.8 23 8.6 24 9.6 25 9.0 26 2.16 2.6 2.6 2.3 2.06 6.5 4.3 3.9 4.6 4.7 6.0 6.4 6.3 5.1 4.2 4.0 3.7 3.6 16.2 17.7 14.8 12.4 7.4 6.4 4.6 4.2 4.0 3.9 3.8 7.2 12.0 10.8 7.6 5.6 4.9 2.9 2.8 2.6 2.5 •2.4 2.0 4.9 4.8 5.4 6.6 6.6 6.6 7.0 5.4 5.3 6.2 6.4 6.8 7.8 7.0 6.0 5.0 5.8 6.8 5.6 5.2 4.8 4.6 4.3 4.1 3.8 3.8 3.9 3.6 3.4 3.8 6.4 27 6.2 28 5.9 29 5.6 30 5.8 31 5.2 1912 1 11.4 7.5 5.6 5.0 4.4 4.2 4.0 4.0 3.9 4.0 4.4 4.2 3.9 4.4 7.2 9.4 8.8 8.1 6.0 B.4 6.4 9.9 9.4 9.0 10.0 8.8 9.4 9.6 8.3 11.9 7.6 6.5 6.0 5.7 5.4 5.4 5.2 6.2 6.1 5.0 4.9 6.1 6.0 4.7 5.3 11.6 12.6 9.7 8.2 10.6 10.8 14.0 12.0 10.2 6.7 5.9 6.5 6.6 . .''•■* 2.7 2.6 2.6 2.6 2.6 2.6 3.0 3.2 2.8 2.7 2.8 3.0 3.0 3.1 3.2 3.4 3.6 3.7 3.7 3.0 3.0 3.2 5.2 4.8 5.6 5.0 3.8 3.8 3.8 4.0 3.2 3.1 3.1 3.2 2.9 3.3 3.6 3.7 3.5 3.5 3.4 3.2 3.4 3.2 3.2 3.3 3.4 3.3 2.8 3.3 3.1 3.0 3.1 3.0 3.1 2.7 3.1 3.0 3.1 3.0 3.2 2 3.1 3 . ... 2.9 4 3.2 5 . ... 4.2 6 4.» 3.9 8 3.9 9 . ... 3.9 10 3.6. 11 3.e 12 13 14 15 16 3.3 3.0 3.4 3.3 3.3 17 18 19 20 21 3.3 3.3 3.7 6.2 5.2'. 22 23 24 25 26 4.4; 4.1. 4.1 4.5-. 3.7- 3.7 27 28 29 30 Note.^l Jage hei ?hts J in. 1 t o Oct. 2^19 T^ i.en at ^the old ga ge at Mont ?omery StreerBridge. Oct. 21 to Deo. 31, 1912, the gage mile farther upstream. 34 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Chattahoochee River at West Point, Ga. Continued. Jan. I Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 3.8 3.8 3.7 3.7 3.4 3.6 3.6 3.6 3.5 3.9 4.4 4.1 3.7 3.7 3.6 3.7 3.6 6.3 10.8 6.1 4.4 4.0 4.5 4.3 3.9 3.6 3.5 3.3 3.1 3.1 3.2 2.9 8.0 2.9 2.9 2.8 2.8 2.8 2.7 2.8 2.8 2.7 2.8 2.8 3.1 3.2 2.9 2.8 2.9 2.8 3.1 6.1 6.4 6.8 9.2 7.9 6.2 6.2 4.7 4.3 4.1 4.1 4.3 6.7 6.2 5.0 4.4 4.1 4.1 6.3 5.7 5.6 4.8 4.4 4.1 6.3 7.1 3.0 3.0 3.1 3.0 3.0 6.1 6.1 4.4 3.7 3.4 3.4 3.6 3.6 3.4 3.4 3.4 3.2 3.3 3.2 3.4 4.0 3.6 8.4 3.4 3.5 3.6 7.6 8.4 6.9 5.1 4.7 4.5 4.3 4.1 4.0 5.7 8.2 7.4 11.4 11.4 7.2 6.4 7.4 10.2 7.8 6.6 5.8 6.4 9.4 10.1 9.7 8.4 8.5 3.4 3.3 8.2 3.2 3.1 3.1 3.0 2.8 8.8 3.5 3.8 3.2 3.2 8.0 3.2 3.1 3.4 3.4 3.0 3.1 2.9 8.0 3.3 3.2 4.2 6.1 6.7 6.3 6.1 5.0 4.8 4.6 4.6 4.5 4.4 5.2 4.9 4.8 4.7 4.6 4.4 4.4 4.8 4.2' 4.2 4.1 4.0 4.0 8.9 3.9 4.0 3.8 8.9 3.8 5.2 4.4 3.9 3.6 3.4 3.3 3.1 3.4 3.4 4.2 3.6 3.5 4.8 8.6 6.7 4.6 6.7 5.9 5.0 4.3 3.9 3.7 3.6 8.6 3.8 3.8 8.7 3.6 8.7 3.6 8.6 3.7 8.7 3.6 3.4 3.5 3.4 3.7 4.0 3.8 3.7 3.8 3.6 3.9 5.2 4.7 5.1 4.0 3.7 3.6 3.4 3.4 3.1 3.0 8.0 8.0 3.0 3.1 3.0 3.0 3.1 3.0 2.9 2.5 2.7 2.5 2.5 2.4 2.4 2.6 2.5 2.3 2.3 2.0 2.3 2.4 2.8 3.3 3.6 4.7 4.0 4.2 4.8 6.0 6.0 4.6 4.3 8.8 3.6 3.4 3.3 3.2 3.0 8.0 3.0 3.0 8.2 8.2 3.2 3.5 8.1 3.0 3.0 2.9 2.9 4.2 2.2 2.1 2.2 2.3 2.9 3.2 2.9 2.6 2.4 2.5 2.4 2.3 2.3 2.8 2.4 2.8 2.7 2.7 4.3 3.7 3.0 2.7 2.4 2.2 2.1 2.0 2.4 2.0 1.9 2.5 2.2 1.9 1.8 2.4 2.4 2.8 2.2 4.2 3.6 3.2 3.0 8.2 2.9 2.7 8.0 2.7 2.7 2.9 3.3 3.9 4.6 4.2 3.4 3.4 3.1 2.8 3.8 3.4 3.7 4.0 3.5 3.7 4.4 4.8 4.4 4.8 4.0 1.8 2.1 2.0 2.1 2.4 2.9 2.6 2.7 2.2 2.8 2.4 2.4 2.2 2.1 1.9 1.8 3.4 4.4 3.7 8.8 2.6 2.4 2.2 2.0 1.9 3.6 5.4 4.9 3.8 3.4 2.8 4.4 3.8 3.4 3.2 3.1 3.1 3.2 3.3 3.4 3.2 3.2 3.9 2.5 2.4 2.3 2.3 3.0 3.2 3.0 2.5 2.3 2.4 3.2 2.6 2.3 2.3 2.1 2.4 2.4 2.6 2.2 2.5 2.9 5.4 4.7 4.4 6.0 6.1 4.3 6.3 3.9 2.9 2.6 2.5 2.8 2.9 2.4 2.7 2.8 Note. — Water over ton of euve- .Tnn 97_5Q ami TWO 2.6 2.6 3.1 2.4 2.3 2.2 2.2 2.2 2.2 2.6 2.3 2.8 2.3 2.2 2.1 2.4 2.8 2.2 2.5 3.2 3.0 2.8 2.2 2.6 2.2 2.3 2.2 2.2 4.0 2.6 2.5 2.9 2.9 2.5 2.2 2.0 1.8 1.9 1.7 1.7 1.7 2.0 1.9 1.8 1.8 1.7 1.8 2.2 3.9 2.6 2.4 2.3 2.1 2.1 2.1 2.0 1.9 1.9 1.9 3.9 4.5 3.6 2.9 2.7 2.4 2.4 2.4 2.2 2.4 2.2 2.1 2.0 2.0 2.1 2.1 1.96 2.1 2.9 3.8 3.6 3.0 8.1 3.8 3.2 2.8 3.2 2.7 2.6 2.7 1.9 2.4 2.6 2.2 2.8 3.8 8.2 2.5 2.3 2.2 2.2 2.0 2.1 2.4 3.7 7.8 9.1 8.1 4.7 3.7 8.1 2.7 2.7 2.6 2.6 2.4 2.5 2.3 2.2 2.2 2.2 2.6 2.6 2.7 2.4 2.4 2.4 2.4 2.5 2.5 2.4 2.4 2.6 2.5 2.6 2.4 2.5 2.4 2.6 2.4 2.4 2.4 2.6 2.4 2.6 2.3 2.4 2.4 2.4 2.4 2.5 2.2 2.1 2.2 2.2 2.2 2.2 2.2 2.2 2.2 2.4 3.0 2.6 2.7 2.8 6.2 5.9 6.8 5.3 2.6 2.6 2.5 2.5 2.6 2.6 3.8 4.1 2.6 3.2 3.4 8.2 3.3 3.8 8.2 3.5 3.0 2.9 8.0 2.8 2.8 2.7 2.6 2.9 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 3.0 8.1 3.4 3.3 8.8 5.0 5.0 6.1 7.6 6.5 7.1 10.6 11.6 11.6 8.4 6.0 4.2 4.1 3.8 3.8 4.1 4.0 3.8 3.4 3.6 3.6 3.7 3.8 3.7 8.0 9.7 7.6 7.8 7.1 ^A-^'7 101Q Chattahoochee River at West Point, Ga. 35 Daily gage height, in feet, of Chattahoochee River at West Point, Ga. Continued. 1915 1 2 3 4 6 6 7 S 9 10 11 12 : 13 : 14. IB 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Jan. 6.0 4.9 4.4 4.1 4.3 7.1 7.8 7.4 5.4 4.8 7.0 6.4 5.9 5.3 8.2 8.6 8.3 7.7 5.8 5.2 8.8 10.4 9.5 8.4 6.5 5.5 5.1 4.9 Feb. 6.5 9.6 5.7 5.2 4.8 4.6 4.5 4.5 4.4 4.9 5.8 5.6 5.7 4.9 4.6 4.5 4.3 4.4 6.5 8.5 7.3 5.6 Mar. 6.2 4.9 4.7 4.6 6.8 7.9 6.9 6.2 5.6 5.0 4.8 4.6 4.5 4.4 4.3 4.3 4.3 4.2 4.2 4.2 4.1 4.1 4.1 4.0 3.9 4.0 4.0 3.9 Apr. 4.2 4.0 4.0 4.0 3.9 3.8 3.7 3.7 3.7 3.7 3.8 3.6 3.7 3.7 3.7 3.6 3.6 3.6 3.4 3.4 3.5 3.5 3.3 3.1 3.6 3.5 3.7 May. 3.4 3.3 3.0 3.1 9.7 8.0 6.3 5.1 4.8 6.1 6.5 4.6 4.0 3.7 3.7 3.6 3.5 3.4 3.2 3.3 3.8 6.8 6.0 June. 7.6 10.3 6.3 4.7 4.1 3.7 4.0 3.6 3.6 3.4 3.4 3.4 3.8 3.7 3.3 3.3 3.2 3.7 3.2 3.0 3.0 2.9 2.8 2.8 2.7 2.7 2.9 2.8 3.0 2.9 July. I Aug. I Sept.' I I 4.0 8.3 6.9 4.6 10.1 7.4 4.6 6.1 8.3 8.3 6.9 3.7 3.4 3.5 8.2 3.2 3.1 3.0 3.1 2.8 2.8 2.8 2.7 2.6 2.5 2.3 2.3 2.3 2.3 2.3 2.4 2.4 2.4 2.6 2.5 2.6 2.2 2.3 3.3 3.2 3.1 2.8 2.6 3.9 3.4 3.0 3.6 3.5 4.0 3.8 2.7 2.6 2.4 2.4 2.8 2.7 2.6 2.6 2.4 2.4 6.4 4.7 3.4 3.0 2.9 2.5 2.4 2.3 2.2 2.4 3.1 3.2 3.2 2.8 2.4 2.2 2.2 2.2 2.1 2.3 2.3 2.2 2.0 2.0 2.0 2.2 Note. — At present all stream flow computations by the United States Geological Survey are prepared for the climatic year ending September 30. The year 1916 will begin with October 1, 1915, thus including three months of 1915. Digitized by Microsoft® 36 Water Powers of Alabama; Second Report. Rating tables for Chattahoochee River at West Point, Ga., for 1896 to 190S, inclusive. Dis- Case Dis- Gage Dis- Gage Dis- height charge height charge height charge height charg'4 Feet Sec.-ft. Feet. Sec-fl. Feet Sec.-ft. Feet Sec.-ft. 0.80 780 2.90 3.170 5.00 8,040 9.50 20,750 .90 820 3.0O 3,340 5.20 8,592 10.00 22.200 1.00 870 3.10 3,520 5.40 9,144 10.50 23.650 1.10 930 3.20 3,700 5.60 9,696 11.00 25.100 1.20 1,000 3.30 . 3.890 5.80 10,248 11.50 26.590 1.30 1,090 3.40 4,080 6.00 10,800 12.00 28,800 1.40 1,180 3.50 4,280 6.20 11.352 12.50 31.110 1.50 1,280 3.60 4,480 6.40 11,904 13.00 33,410 1.60 1,380 3.70 4,700 6.60 12,456 13.50 35,710 1.70 1,490 3.80 4,920 6.80 13,008 14.00 38,030 1.80 1,600 3.90 5,140 7.00 13,560 15.00 42,630 1.90 1.720 4.00 5,370 7.20 14,112 16.00 47,230 2.00- 1,840 4.10 5,620 7.40 14,664 17.00 51,830 2.10 1,970 4.20 5,880 7.60 15,240 18.00 56.430 2.20 2,100 4.30 6,140 7.80 15,820 19.00 61,030 2.30 2,240 4.40 6.40O 8.00 16,400 20.00 65,630 2.40 2,330 4.50 6.670 8.20 16,980 21.00 70,230 2.50 2.S30 4.60 6,940 8.40 17,560 22.00 74,830 2X0 2,680 4.70 7,215 8.60 18,140 23.00 79,430 2.70 2,840 4.80 7.490 8^ 18.T20 24.00 84,030 2;60 3,000 4.90 7,765 9.00 19,300 25.00 88,630 Rating taMe for Chattahoochee River at West Point, Ga., for 1904 and 1905. Gage height. Dis- charge. Gage height. Dis- charge. Gage hciglit. Dia- eharge. Gage height. Dis- charge. Feet. Sec.-ft: Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. 0.90 800 2.30 2,2« 3.70 4,720 6.20 10,840 1.00 850 2.40 2,380 3.80 4,940 «.40 S.60 11,380 I.JO 920 2.50 2,530 3.90 5,160 11,940 1.20 1,000 2.60 2,680 4.00 5,380 6.80 12,520 1.30 1,090 2.70 2,840 4.20 5,830 loo 13,100 1.40 1,180 2.80 3,000 4.40 6,290 8.00 16,000 1.50 1,280 2.90 3,170 4.60 6,760 9.00 18,900 1.60 1,380 3.00 3,340 4.80 7,240 10.00 21,800 1.70 1,490 3.10 3,520 .5.00 7,740 11.00 24,700 1.80 1,600 3.20 3,700 5.20 8,240 12.00 27,600 1.90 1,720 3.30 3,890 5.40 8,740 ■13;0O 30,600 2.00 1,840 3.40 4,080 5.60 9,260 14.00 33,400 2.10 1,970 3.50 4,280 5.80 9,780 2.20 2,100 3.60 4,500 6.00 10,300 ' iating taUe for Chattahoochee River at West Point, Ga., for 1906, 1901 and 1908. hellH Dis- Gage Dis- Gage height. Dis- Gage height. Dis- charge. height. charge. charge. charge. Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. Feel. Sec.-ft. 1.70 1,490 3.20 3,700 4.70 6,830 7.40 - 13,340 1.80 1,600 3.30 3,890 4.80 7,060 7.60 13,880 1.90 1,720 3.40 4,080 4.90 7,290 7.80 14,380 2.00 1,840 3.50 4,280 S.OO 7,520 aoo 14,900 2.10 1,970 3.60 4,480 5.20 7,980 9:00 17,740 20,700 2.20 2,100 3.70 4,680 5.40 8,440 10.00 2.30 2,240 3.80 4,880 5.60 8,920 11.00 23,860 2.40 2,380 3.90 5,090 5.80 9,400 12.00 27,100 2.50 2,530 4.00 5,300 6.00 9,880 13.00 30,500 33,900 2.60 2,680 4.10 5,510 6.20 10,360 14.00 2,840 4.20 5,730 6.40 10,840 15.00 '37,350 3,000 4.30 5,950 6.00 11,320 16.00 40,800 2.90 3,170 4.40 6,170 6.80 11,820 .3.00 .3,340 4.50 6,390 7.00 12,320 MO 3,620 4.00 6,610 7.20 12,820 ^°*f:~~J^^ '''""^^ '^'"'^ '^ ""' applicable for obstructed-channel conditions. It is based an 28 discharge measurements made during 1904 to 1908 and is well defined. Digitized by Microsoft® Chattahoochee River at West Point, Ga. 37 Daily discharge, in secoiul-fcct, of ChatUihuochi e River at West Poii t, Ga. Day. Jan. Feb. Mar. Apr. May. June July Aug, Sept Oct. Nov. Dec. 1909 1 1 1 4,2801 .'!-17f 7,06( 6,61C 6,830 7,060 6.170 6,170 8,680 11,300 9,880 40,80( 39,400 37,40C 51,200 44,900 37,000 32,500 27,800 12,300 10,800 15.400 30.600 21,900 13,600 9,880 9,640 10,400 11,800 9,880 9,400 9,640 8,920 10,400 13,900 12,100 9,720 7,290 6,050 5,450 5,060 4,780 4,680 6,250 6,460 6,660 5.060 4.490 4,310 4,130 4.040 4,040 4,220 4,040 3,780 3,780 3,700 3,610 3,610 3,610 3,610 3,520 3,520 3.440 7.62C 7,060 6,610 6,390 6,170 6,950 6,170 7,060 7.290 7.O60 6,170 5.950 6.390 7.520 7.060 6,610 6,950 5,610 5,300 6,090 4.980 4,880 8,440 18,300 11.300 13.900 10.800 11,800 10,800 8,680 13.900 23.900 26,100 20,100 9,400 7,750 7,060 6,170 6,960 11,600 8,680 6,830 6,170 6,510 5.090 6,510 6,950 6,610 6,090 6,730 6,610 10,400 13,300 12,300 9,400 7,620 8,440 7,980 7,620 6,610 6,960 3,440 3,120 2,810 2,810 2,690 2,810 2,960 3,280 3,950 7,710 12,600 6,460 4,680 4,490 3,950 3,610 3,280 4,040 3,440 3,700 7,500 10,400 11,800 12,800 22,800 17.000 10,900 7,290 5,450 4,310 3,950 1 7,060 6,96( 8,440 16,900 16,20( 17.40C 13.60C 8,210 6.830 6.960 6,730 5,610 6,300 6,090 6,170 6,610 7,060 6,170 6,960 6,960 7,520 8,920 7,290 7,060 7,290 6,170 6,170 6,610 8,920 7,290 6.170 6.O90 4,880 6,300 4.O80 4.O80 4.680 6,300 10,800 12,800 8,680 6,390 5,300 6,390 6,300 6,830 6,950 6,090 4.380 4,080 3,610 6,090 3,890 4.780 4,380 4.080 3,610 3,520 3,520 4.780 6,510 22,600 14,900 15,400 13,100 10,400 7,930 7,080 8,370 8,160 7,290 6,870 6,050 4,870 4,220 4,040 3,960 4,680 6,050 4,680 3.860 3.440 3.280 3,280 4,400 4,130 3,610 3,280 2,960 2,810 3,610 3,200 5,510 4,280 16,900 39,100 27,100 17,200 14,400 8,440 7,060 6,390 6,300 4,480 6,510 7,520 8,440 6,170 6,730 4.680 3.890 3.610 8.170 3,000 2,920 2,760 2.840 2,460 2,680 2,630 2.630 2.380 10,600 2,960 3,120 3,440 2,520 6,660 8.370 12.800 12,400 8,590 5,660 4,130 4.130 4,400 3,120 2,810 2,810 3.040 3,120 2,880 3,280 2,960 2,590 2,310 2,310 2,240 2,240 2,620 2,520 2,450 2,240 2,380 7,290 3,430 3,080 2,760 2,600 2,460 2,310 2,240 2,600 2,680 2,680 3.170 3,000 2,240 2,240 3,170 2,920 3,610 4,080 3,430 2,840 2,840 2,840 6,090 11,300 7,520 4,280 3,340 3,170 3,000 2,100 2,100 2,380 2,240 2.170 2.240 2.240 2.240 2.380 2.310 2,100 2,240 2,240 2,600 3.620 9.640 8.440 6.090 3.610 3.340 3.170 4,480 5,730 4,280 3,620 2,920 2,920 2,680 2,530 2.630 2.530 2,880 3,200 2,620 2,620 1,980 1,920 2,690 3.120 4,490 4,220 4,310 8.520 3.120 2,620 2.620 2.520 2,040 2,040 1,980 1,860 1,860 1,980 2,040 1,860 1,860 1,860 1.680 1.860 2.110 2,110 1,860 2,380 2,600 3,000 2,600 2,630 2,630 2,630 2 4,08C 3,700 3,610 3,520 9,400 14,100 8,920 5,950 4,78C 4,280 4,08C 3,98C 4,18C 4,280 1 4,580 6,61C 9,640 9,400 6,610 5,300 4,680 4,380 4,280 3,890 3,890 3,700 3,620 3,430 3,430 3,260 3,360 3,440 3,440 3,360 3,280 3,360 5,060 6,870 6,050 5,650 4,490 3,950 3,610 3,610 3,700 3,440 3,440 3,280 3,440 3,860 4,870 5.850 6,250 5,660 5,650 6,060 4,780 5,450 7,500 7,080 5,660 3,17C 3,26C 3,17C 3,170 6,170 6,610 5,090 4,880 24,20( 27,80C 18.90C 13,60( 19,20C 23,200 35,30( 31,90C 15,400 12,300 12,800 11,100 17,200 17,700 22,900 20,700 13,300 9.880 7.980 3 4 !>,.7fin 5 2,6301 2'926 6 2,600 2.6O0 2.680 2,460 2,170 2,310 2,380 2,460 2.530 2.380 2,240 2,840 3,170 2,840 2,840 3,080 2,840 3,800 6,610 4,480 3,620 3,260 2,920 2,630 2,630 2,600 7 3,170 8 5,730 9 8,440 10 7,980 11 6,300 12 4,680 13 9,880 14 9,400 15 7,980 16 7,980 17 6,730 18 4,880 19 4,680 20 4.780 21 4,380 22 4,280 23 3,980 24 4,080 25 26 4,980 6,390 27 5,300 28 6,200 29 . . 4,480 30 4,080 31 3,800 1910 1 5,260 4.490 4.680 5.250 4,870 4,220 3,860 3,780 3.860 3.780 4,220 5,450 5,250 4,580 4,130 4,130 4,870 10.600 15,400 12,800 9.030 9.490 8,690 8,160 9,030 7,710 6.050 6,660 3,200 3,280 3,360 3,200 3,280 3,440 3,280 3.280 3.280 3.040 3.040 2.960 3.120 3.120 3.040 4.130 11.800 13,600 11,400 7,290 5,250 4,130 4,040 4,040 3,780 3,860 3,860 3.610 3,610 3.610 3,610 3,280 3,280 3,440 3,780 4,310 4,490 7,080 5,250 5,060 6.450 5,250 6,860 8,150 8,160 6.460 6,660 5,260 4,040 3,610 3,780 5,460 4,870 4,310 4,130 3,860 3,610 3,360 3,960 12,100 2,660 5,250 9,960 6,450 4,400 3,440 2,960 2,660 2,880 3,120 3,200 3,120 3,120 2,690 2,110 2,110 2,240 2,380 2.110 1.860 1.740 2,180 2,040 2.110 2.110 1.860 2.240 1.980 2,660 3,780 1,980 1,860 1,740 1,740 1,860 2,380 2,240 2,040 1,920 1,860 1.860 2,110 1,980 1,860 1,860 1,980 1,680 1,800 2,180 2,380 1,980 1,860 1,860 1,980 1,860 2,110 2,110 2.380 2,620 1,860 1,860 2 2,310 3 ... 2,040 4 2,240 5 4,680 6 6,260 7 8 6,870 7,710 9 6,250 10 3,950 11 3,610 12 3,120 13 2,660 14 2,240 15 2.380 16 2,690 17 2,660 18 2,520 19 2,660 20 2.520 21 22 23 24 1,980 2,180 2,960 25 3.610 26 27 28 2.810 29 30 3,780 31 Note.— These discharges were obtained from a rating curve which is fairly well defined ^^N^te^— On a^cOTnt^of addition to the dam at Langdale, Ala., 5 miles below, the back water Effect was so great as to change the rating, and also to make variable relation be- t^^n gage height and discharge at low stage. As the former rating could not be used, no daily discharge table was prepared for 1911. Digitized by Microsoft® 38 Water Pouers of Alabama; Second Report. Daily discharge, in second-feet, of Chattahoochee River at West Point, Oa Continued. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. I Nov. Dec, 1912 1913 8,260 8,490 10,600 8,260 7,300 6,380 6,720 6,380 13,300 11,600 8,260 6,840 6,940 6,510 4,900 4,700 4,320 4,320 4,700 5,610 6,100 4,700 4,130 4,130 4,320 3,560 3,940 3,940 20,700 32,800 28,300 4,160 4,150 3,940 4,370 3,730 3,940 3,340 3,530 3,730 3,730 3,630 4,370 5,560 4,840 4,150 3,940 3,940 3,730 3,940 3,730 3,730 3,9401 8, 3,7301 8, 24 1 4,370 6, 25 111,500] 5, 26 110,2001 4, 27 126,0001 7, 28 135,000112, 29 132.0001 ... 30 121,6001 ... 31 1 9,7501 ... 23,400 12,600 7,770 6,380 5,100 4,700 4,320 4,320 4,130 4,320 5,100 4,700 4,130 5,100 11,800 17,600 16,000 14,100 8,730 7,300 9,730 19,000 17,600 16,500 19,300 16,000 17,600 18,200 14,600 9,980 8,010 7,300 7,770 8,730 15,400 15,400 13,100 10,700 9,320 7,770 8, 8,730 7,530 62,200 61,600 50,100 43,800 36,200 11,500 9,730 8,730 8,010 12,800 18,200 15,400 11,800 9,820 24,600 29,900 26,100 24,900 12,600 9,980 8,730 8,010 7,300 7,300 6,840 6,840 6,610 6,380 6,160 6,610 6,380 6,720 7,070 24,000 27,100 18,400 14,400 21,000 21,600 31,600 25,200 19,800 10,600 8,490 9,980 10,200 12,300 13,600 16,500 9,260 7,260 6,280 6,800 5,320 4,840 4,600 8,750 15,000 13,000 200l23,000i .000135,0001 000145,0001 560140,0001 840133,0001 840123,0001 370112,5001 500110,5001 ,760113,0001 750120,0001 600114,0001 520110,8001 5601 9,0001 8401 8,0001 18,2001 19,8001 18,8001 15,6001 11,8001 9,700 8,750 7,750 7,260 7,000 6,520 6,040 6,040 5,800 6,560 7,600 6,760 6,520 6,280 6,040 5,660 6,560 6,320 5,080 5,080 4,840 4,600 4,600 4,370 4,370 4,370 4,600 4,160 4,370 4,160 I 9,730 9,730 8,260 9,320 11,800 9,320 9,480 11,800 10,200 7,300 6,160 6,610 6,610 6,160 5,300 6,100 6,100 4,900 6,100 4,320 4,320 4,130 3,940 3,940 3,940 3,940 3,760 3,370 4,510 7,770 9,730 7,530 4,900 4,130 5,510 5,720 6,380 7,300 9,480 6,610 4,700 4,320 3,750 3,660 36,600 44,200 34,100 26,400 12,300 7,300 5,510 4,700 4,320 4,130 3,940 11,800 25,200 21,600 12,800 7,770 6,160 6,160 6,940 7,300 7,770 7,770 9,980 11,300 7,300 7,070 9,320 9,730 10,700 13,300 11,300 8,730 6,380 8,250 8,260 7,770 6,840 6,940 5,510 4,900 4,610 3,940 3,940 4,130 3,660 3,180 3,940 2,820 4,150 4,150 3,940 3,730 3,940 3,730 3,730 3,940 3,730 3,940 3,940 3,730 3,340 3,630 3,730 3,340 3,940 4,600 4,150 3,940 4,150 3,730 4,370 7,600 6,280 7,250 4,600 3,940 3,730 3,340 3,340 3,100 3,730 6,280 4,600 4,160 5,080 6,520 7,000 7.000 6,800 5,320 4,150 3,730 3,340 3,160 2,990 2,680 2.680 2, 680 1 2,680 2,990 2,990 2,990 3,530 2,830 2,680 2,680 2,640 2,640 5,080 3,000 2,640 3,180 4,700 3,750 8,180 3,370 8,730 6,610 7,770 12,600 8,490 5,100 3,940 3,560 3,870 3,180 3,940 6,300 4,130 8,370 3,180 3,660 2,820 2,640 4,700 3,370 8,000 2,820 2,140 2,140 5,080 3,730 2,990 2,680 2,990 2,640 2,260 2,680 2,2601 2,2601 2,6401 3,1601 4.3701 6.0401 5,0801 8,8401 3,340! 2,8301 2,4001 3,7301 4,1501 3,3401 3,9401 4,6001 3,530 8,940 6,560 6,620 5,660 6,620 4,600 3,730 8,000 6,760 4,160 3,340 2,400 2,400 5,560 4,160 3,340 2.990 2,880 2,830 2,990 3,160 8,340 2,990 2,990 4,870 2,0001 1,8801 1,7701 1,7701 2,680! 2,990! 2,680 2,000 1,770 1,880 2,990 2,130 1,990 1,840 1,840 1,700 1,840 1,840 2,470 2,820 2,140 1,990 2,140 2,470 2,470 2,640 2,820 3,180 3,560 3,760 8,750 2,470 2,470 2,820 6,840 8,940 7,770 6,380 8,940 3,940 3,940 4,320 3,560 3,560 2,820 6,510 9,780 8,730 6,160 4,320 3,750 2,820 3,000 3,180 3,180 8,370 2,820 3,180 2,640 8,000 2,940 7,070 7,720 8,440 4,840 4,160 3,630 3,340 8,160 8,160 2,830 2,990 2,830 2,130 2,000 2,830 1,880 1,770 1,1 1,660 1,660 1,660 2,130 1,770 2,400 1,770 1,660 1,660 1,880 1,770 1,660 2,0001 2,1301 2,9901 2,6801 2,4001 1,6601 2,1301 1,6601 1,770! 1,660! 1,660! 4,600! 2,990 2,830 2,880 2,990 2,540 3,160 3,530 8,940 3,630 3,630 8,840 2,990 3,340 2,990 2,990 3,160 3,340 3,160 2,400 3,160 2,830 2,680 2,830 2,680 2,830 2,260 2,830 2,680 2,830 2,680 4,370 5,800 8,730 2,540 2,260 1,880 1,880 1,880 1,660 1,880 1,660 1,660 1,460 1,460 1,660 1,560 1,420 1,560 2,540 4,150 3,730 2,680 2,830 4,150 4,870 2,990 2,400 2,990 2,260 2,1301 2,2601 2,990 2,830 2,540 2,990 5,080 4,600 4,370 4,370 4,870 3,730 3,730 8,580 3,340 2,990 3,160 3,160 2,680 8,340 3,160 3,160 3,160 3,160 3,940 7,480 7,480 5,660 4,840 4,840 6,800 3,940 3,940 2,130 2,130 2,260 1,880 1,880 1,880 1,880 2,000 2,000 1,880 1,880 2,130 2,000! 2,000 1,8801 2,0001 1.8801 2,000! 1,8801 1,8801 1,8801 2,1301 1,8801 2,0001 1,770 1,880 1,880 1,880 1,880 2,000 2,130 2,990 3,340 2,990 3,160 4,150 2,990 8,530 2,680 2,540 2,680 2,400 2,400 2,260 2,130 2,640 2,130 2,130 2,180 2,130 2,130 2,130 2,260 2,260 2,680 2,830 3,340 3,160 4,150 7,000 7,000 Note.— Daily discharge Jan. 1 to Oct. 20, 1912, computed from a ratine curve for the old gage at the Montgomery Street Bridge, the rating curve for this period being fairly well defined below 20,000 second-feet. Daily discharge Oct. 21 to Dec. 31, 1912, computed from a well-defined rating curve for the new gage one-half mile farther upstream. Note. — Daily dischsrge determined from a rating curve well defined between 2,500 and 16,000 second-feet. Daily rtiseharKe Jan. 2''-29 and Ma" 14-17, 1913, estimated from a hydrograph comparison wito^s^tioiis^n^jie^itibat^hoociTse River basin. Chattahoochee River at West Point, Ga. 39 Daily discharge, in second-feet, of Chattahoochee River ai West Point, Ga. Continued. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. 1 Oct. 1 Nov. Dec. 1914 1 5,560 2,680 4,160 7.60( ) 2,830 1,660 1,280 1.770 2,130 1,370 1,660 7.260 2 4,600 2,680 3,630 b,b6( 2,680 1,560 1,560 1.770 2.000 1,880 1,560 13,200 3 6,800 2,830 3,340 4,3V( ) 2,680 1,660 1,460 1,560 2.640 2,130 1,660 10,800 ■ 4 5,320 2,680 3,160 3,V3 ) 2,680 1,770 1.660 1,880 2.640 1,660 1,660 12,200 6 4,370 2,680 2,990 3,34( ) 2,680 2,540 1.880 1,880 2.000 2.400 1,660 21,000 6 3,530 2,540 2,990 3,16( ) 2,830 2,990 2.640 2.130 1,660 4.150 1,660 23,500 7 3,530 4,370 2,830 2,83 ) 2,680 2,540 2.130 1.660 1.460 2.990 1,660 23.200 8 3,160 9,760 2,830 3,34 ) 2,680 2,130 2,260 2.000 1,280 2.000 1,660 15.500 9 2,830 7,250 2.680 3,34 1 2,830 1,880 1,660 2.640 1,370 1.770 1,660 7,000 10 2,830 5,660 2,400 5,08 1 2,680 2,000 2.400 8.000 1,200 1.660 1,880 5,080 11 2,990 3,940 2,830 4,16 1 2,540 1,880 1.880 6.280 1,200 1.660 2,680 4,840 12 2,540 3,340 3,730 3,73 1 2,000 1,770 1.880 5,560 1.200 1.460 2,130 4,150 13 2,680 3,340 4,370 3,53 1 2,260 1.770 1.660 9,600 1.460 1,560 2,260 4,160 14 2,540 3,630 4,160 6,52 1 2,000 2.400 1.560 7,250 1.370 1.880 1,770 4,840- 15 2,540 3,530 3,530 16,80 1 2,000 1.880 1,370 5,320 1.280 3.940 7,500 4.600 16 2,400 3,340 3,160 16,50 1 1,880 2,400 1,280 7,766 1.280 14.000 9,250 4,160 17 2,400 3,340 2,990 16,80 ) 1,880 2,260 3,340 4.370 1,200 17.20X) 9,000 8,730 18 2,400 3,340 2,990 8,V5( ) 2,130 2,260 6,660 2.640 1,280 14.800 7,760 3,730 19 2,260 2,990 2,680 6,04 1 2.000 5.320 3.940 2.130 1,660 6.280 4,370 3,340 20 2,400 3,160 2,990 8,75( 1,770 3.940 3.160 2.000 4,370 3,940 2,990 3,730 21 2,400 2,990 2,830 9,26 1,770 2,680 2.130 2,400 2,130 2,830 2,540 3.530 22 2,260 3,340 3,340 7,001 1,460 2,260 1.880 2,540 1.880 2,260 2,540 3.530 23 2,400 4,600 3,340 5,32 ) 1,770 1,880 1.660 1,880 1,770 2,260 2,130 3.730 24 2,400 3,530 2,680 4,37 ) 1,880 1,660 1.460 2,260 1,660 2,000 2,130 3.940 25 2,830 3,340 2,830 3,94 1,770 1,660 1.370 2.400 1,560 2,000 2,000 4.150 26 2,990 3,340 2,540 3,73 1,880 1,460 1,370 2,000 1,560 1,880 2,000 3.940 27 2,540 3,630 2,680 3,63( 1,660 1,370 1,280 1,880 1,460 2,000 2,130 14,500 28 2,400 3,630 3,160 3,16' 1,560 1,370 1,880 1.560 1,370 1.770 2,130 18,800 29 2,540 2,990 3,16' 1,660 1,660 1.460 1.660 1,660 1,370 1.370 1.660 4,160 13,600 30 2,400 2,680 2,99( 1,660 1,460 2.400 2.400 1,660 4,840 14,000 31 2,8301 6,080 . 1,880 1,660 12,200 Day. Jan. 1 Feb. 1 Mar. Apr. May. June. 1 July. 1 Aug. Sept. 1 1915 9,500 10,800 7,500 6,080 3,340 13,500 4,600 1,770 2.130 2 6,760 18,600 6.760 4,600 3,160 20,200 15,200 1,770 2,130 3 6,560 16,200 6.280 4,600 3,160 10,200 11,800 1,880 1.880 4 4,840 15,200 6.040 4,600 2.680 6,280 6,040 1,880 1,880 5 4,370 10,800 11.600 4,370 3.160 4,840 10,200 1,880 8,000 6 - 5,320 11,000 14.200 4,150 2.830 3,940 19,800 2.000 6,280 7 12,200 10,200 11.800 4,150 4,160 4,600 13,000 2,000 3,340 8 12,800 8,750 10,000 3,940 15,200 3,630 6,040 2,000 2,680 9 13,000 7,500 8.250 3.940 18,800 3,630 7,250 1.660 2,640 10 8,000 6,520 7,000 3.940 14,600 3,340 15.200 1.770 2.000 11 6,520 6,040 6.620 3.940 7,760 3,340 15.200 3.160 1.880 12 12,000 5,800 6.040 4.160 7.250 3,340 9,260 2.990 1.770 13 10,600 6,800 5,800 3.730 6.620 4,150 3,940 2.830 1.660 14 9,250 5,660 6,560 3.940 9,760 3,940 3.340 2.400 1.880 15 7,750 6,760 6,320 3.940 10,800 3,160 4.150 2.130 2.830 16 6,040 9,000 5,320 3,940 6,040 3,160 4,150 4.370 2.990 17 9,250 8,500 5,320 3,730 4,600 2,990 3,530 3.340 2.990 18 16,000 8,760' 5.080 3 730 3,949 3,940 2,990 2,680 2.400 19 16,000 15,200 6,760 6,040 6,080 5,080' 3,730 3,160 3,940 3,530 2,990 2,680 2,990 2.830 3.730 3.530 1.880 20 1.660 21 13,800 5,800 4,840 3,730 3,530 2,680 2.680 4,600 1.660 22 9,000 5,320 4,840 3,340 3,340 2,640 2.830 4,150 1.660 23 7,500 6,560 4,840 3,340 2,990 2,400 2.400 3,160 1.560 24 16,600 10,800 4.600 3.530 3,160 2,400 2.400 2,540 1.770 25 20,600 16,800 4.370 3.630 2,830 2.260 2.400 3,160 1.770 26 18,200 16,800 4,600 3,160 3,160 2.260 2.260 2,260 1.660 27 15,600 12,800 4.600 2 830 4.150 2,540 2.130 2,130 1,460 28 10,800 8,600 4,370 3,730 9.000 2,400 2,000 1,880 1,460 29 8,250 4,370 3 630 7,000 2,680 1,770 1,880 1,460 30 7,250 4,370 6,080 3.940 4,160 4,370 2,640 1,770 1,770 2,400 2,260 1,660 31 6, 760 1 Note. — At present all stream flow computations by the United States Geological Survey are prepared for the climsitTK;)!y^ffty&d'n.r; Sii'-temfeevias^The year 1916 will begin with October 1, 1915, thus inclu0 470 470 510 470 ! 470 470 470 4.50 , 395 I 300 I 360 3C0 360 315 300 300 395 5.32 450 345 2.?.S 262 260 226 2.-,0 226 250 250 360 610 770 710 .'.32 4.50 3G0 2:k 412 830 770 CM) 450 412 345 3:iO 430 470 2,110 1.710 1,:!.'*0 1,040 740 Aug. Sept. Oct. 6.50 315 2,710 625 315 2,010 COO 275 1,8.30 .532 900 1.120 470 830 970 510 6S0 970 470 470 900 532 510 ■ 900 IWO 532 S.30 740 510 740 2,410 470 710 2,010 57S 625 1,120 5.12 >».)..! 830 490 510 555 450 4.50 510 315 430 450 345 395 395 .315 ■ 430 ,360 345 430 315 050 412 345 1,040 395 305 1,3S0 ;i'i.-, 5.32 1,7.10 ;!!)5 430 1,05(1 ■.m 1,040 800 3'."'5 1,740 7-in 3'.15 1,3,81) 770 305 1,200 510 S3i) 470 ,'),V> 4;.o •3i; ^■0 Nov. ; Dec. 395 470 470 555 510 450 430 430 430 510 470 ■5.55 000 470 450 .510 5,55 555 710 l,2iX) 2,110 2,710 2,110 1.710 l,2'.iO 2,410 2,010 1,740 1,010 970 900 1,470 ,710- ,410 2,510 1,920 1,5C0 1,380 2,710 Digitized by Microsoft® Choctawhatchee River at Geneva, Ala. 53 Daily discharge in cecoiid feet. of Choctawhatchee River near N Continued. enton , Ala. Day Jan. Feb. Mar. Apr. May 1 June 1 July 1 Auk. Sept. Oct. 1 Nov. Dec. 1908 1,740 1,660 1,380 1,380 1,380 1,290 1,290 1,200 1,200 1,120 1,040 1,040 1,650 1,830 1,200 1,040 1,040 970 970 1,040 1,040 1,920 2,110 1,920 1,830 1,740 1,660 1,470 1,920 1,830 1,660 1,380 1,290 1,200 1,040 1,040 1,920 1,830 1,560 1,380 1,380 1,290 1,200 800 770 770 770 710 710 650 625 830 770 710 660 660 600 600 656 626 600 532 490 470 600 656 556 510 430 430 396 378 360 375 375 376 376 770 650 490 173 680 680 830 936 865 865 865 710 578 510 532 740 740 1,000 1,080 1,080 2,710 1,560 1,200 865 650 600 555 490 740 626 600 470 396 395 360 740 626 600 470 396 396 360 346 300 275 345 830 680 830 2 3 4 1 2,310 2,110 1,920 2,510 2,710 2,610 2,310 2,110 1,740 1,560 1,290 1,040 1,040 970 970 900 900 830 830 770 770 710 650 600 680 1,380 1,040 865 830 5 •'. Blfl 1 6 1 s ; 9 1 10 1 1 11 12 : 13 1 14 1 16 1 1 16 1 2.710 2,710 2,310 1,920 2,310 2;510 2,710 17 18 19 20 2,510 2,310 2,110 1,920 1,740 1,740 1,650 1.560 2,410 2,110 21 22 23 24 2,210 1,830 1,740 2,510 2,110 1,920 1,740 "2,'7i0 25 1,920 26 ! 1,740 27 ' 1,660 28 ! 1,560 29 ' 1.380 30 1.470 2,510 31 2,5101 2,210 Note. — Daily discharge for 1906, 1907, and 1908 based on a well-defined rating curve. Discharge for missing days April 22, 1907, to August 22, 1908, greater than 2,800 second- feet. Discharge estimated August 5 to 11, 1906, and July 1-4, 1908. CHOCTAWHATCHEE RIVER AT GENEVA, ALA. Location. — At iron wagon bridge in the outskirts of Geneva, Ala., about three-fourths of a mile above the mouth of Double Bridges Creek. Records available. — August 26 to December 31, 1904. Drainage area. — Not determined. Gage. — Vertical staff gage. Channel. — Both banks overflow at high stages, channel good for measurements. Discharge measurements. — !Made from the wagon bridge Artificial control. — None. Accuracy. — The station was intended as a temporary one for low water rating, as it was known that back water from Pea River and Double Bridges Creek would seriously affect the accuracy. Digitized by Microsoft® 54 Water Powers of Alabama; Second Report. Discharge measurements of Cliootawhatchee Biver near Geneva , Ala. Date. Gaee height. Feet. Dis- charge. Sec.-ft. Date. Gage height. Feet Dis- charge. Sec.-ft. 1904 May 27 2.07 1.63 4.18 1.38 1.36 642 464 1,073 483 461 1904 1.81 1.81 6.05 5.60 643 636 1905 March 29 -... 2,223 1,416 Mean daily gage height, in feet, of Choctawhatchee Biver near Geneva, Ala., for ISOlf. Dny. 1 . 2. 3. 4. 5. C. 7. 8. 9. 10. 11 . 12. 13. 14. 15. 16. Aug. Sept. S.fiO 3.30 2.85 2.45 2.50 2.75 2.80 3.20 2.90 2.60 2.45 2.10 2.00 1.90 1.80' 1.80 Oct. 1.40. Nov. ■ Dec. 1.25 1.85 1.50 1.40 2.40 1.30 2.05 6.10 1.25 2.40 5.50 1.30 2.10 4.95 1.30 1.80 6. Co 1.45 1.75 5.75 1.55 1.70 4.45 1.45 1.76 3.85 i 1.30 l.CO 3.50 j 1.30 1.65 3.40 ; 1.30 1.50 3.20 1.35 1.95 2.90 1.30 2.20 2.85 1.25 1.95 2.80 1. 25 1.90 2.00 Day. Aug. 4.20 4.30 5.80 6.20 4.50 3.90 Sept. 1.15 1.20 1.30 1.25 1.25 1.30 1.25 1.10 1.10 1.25 1.30 1.30 1.30 1.30 1.25 1.85 1.90 1.75 1.80 1.70 1.85 2.40 2.30 2.10 2.00 1.90 1.75 1.80 1.80 2.70 2.90 2.80 2.70 2.70 2. CO 150 2.50 2.'M 2.55 4.40 6.90 5.50 5.10 5.45 PEA RIVER AT PERA, AI,A. Location. — At the Elton wagon bridge half a mile west of Pera, Ala., about 10 miles above the mouth of Flat Creek. No tributary streams except very small ones come in nearer the station. Records available. — August 37, 1904, to August 31, 1913. Drainage area. — 1,180 square miles. Gage. — Standard chain gage attached to the bridge; datum un- changed. Channel. — In soft rock; nearly permanent. Discharge measurements. — Made from the downstream side of the wagon bridge to which the gage is attached. Artificial control.— Power plants on Whitewater Creek, a tribu- tary stream above the station, cause diurnal fluctuations in the low- Digitized by Microsoft® Pea River at Pera, Ala. 55 The gage is read twice a day to lesson the effect of such water flow, fluctuations. Accuracy. — The estimates of daily discharge may be considerably in error for individual days due to the operation of the power plants above the station. Discharge measurements 0/ Pea River at Pera Ala. Date. Gage height. Feet, Dis- charge. Sec.-ft. Date. Gage height. Feet Dis- charge. Second- 1904 May 26 2.47 1.80 4.66 1.59 1.60 2.32 2.34 6.81 6.84 6.13 6.14 S.99 4.00 4.07 8.01 3.52 3.38 3.42 3.38 285 194 790 190 189 307 308 1,468 1,473 1,213 1,226 579 604 638 1,810 474 480 488 465 1907 April 23 18.54 18.57 14.70 4.58 4.36 2.85 2.86 2.98 3.66 3.65 3.00 3 03 6,660 6,700 4.920 June 22 August 27 Ri>ptonihAr «7 1908 June 18 September 27 .. November 17 654 November 17 1909 1905 March 28 708 372 376 393 March 28 March 30 March 30 1910 December 15 October 18 486 1906 February 22 December 15 1911 October 19 490 June 7 September 14 September 14 388 400 September 14 October 19 No discharge measurements in 1912. Mean daily gage height, in feet, of Pea Rivei at Pera, Ala., for 190i. Day. Aug. Sept. Ocl. Nov. Dec. Day. Aug. Sept. Oct Nor. Dec. 1 5.3 4.5 3.9 3.3 3.5 3.6 4.6 4.8 3.7 3.4 3.0 2.8 2.6 2.4 2.2 2.3 1.6 1.4 1.4 1.4 1.4 1.4 2.1 1.7 1.6 1.5 1.6 1.6 1.5 1.6 1.4 1.5 1.3 1.4 2.0 2.2 2.1 2.2 2.1 2.0 2.0 1.9 2.0 1.8 2.2. 2.3 2^4 2.3 2.2 3.2 5.3 4.4 6.1 7.6 6.1 5.4 6.0 4.5 4.2 4:0 S.7 3.6 3.4 17 2.3 2.1 1.9 1.5 1.6 1.8 1.6 1.4 1.6 1.5 1.6 .1.6 1.6 1.6 L3 1.3 1.4 1.4 1.4 1.4 1. 3 1.2 1.2 1.3 1.4 1.3 i.4 1.4 1.4 2.2 2.2 2.1 2.2 2.1 2.3 2.6 2.4 2.4 2.4 2,3 2.3 2.3 2.2 2 18 3.4 3 5 3 19 4 20 .. 3.4 3.3 3.3 3 i 6 21 22 7 28 . 8 24 3 1 9 25 10 26 11 27 4.7 6.9 7.5 .7.1 6.2 4 9 12 28.... 13.— 14 29 30'. 7 16 31.. :. 16 Digitized by Microsoft® 56 Water Poioers of Alabama; Second Re port. Daily gage height, in feet, of Pea Rircr at Pera, Ala. — Continued. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1905 1 6.6 5.2 4.7 4.4 4.1 4.1 6.0 4.9 4.6 4.3 4.1 4.0 9.0 11.7 8.8 7.6 6.9 6.3 6.0 5.9 5.6 5.1 4.9 5.0 8.5 6.6 6.9 5.4 5.2 5.2 6.1 10.1 9.4 9.4 16.8 14.8 12.0 11.1 10.8 11.3 10.9 9.4 10.0 10.7 9.7 9.2 8.8 8.4 8.0 7.9 7.8 7.5 9.6 16.7 17.0 17.6 19.6 18.8 14.6 11.6 10 3 6.0 4.9 4.8 4.6 4.7 6.1 7.0 9.4 14.7 15.2 12.1 16.2 22.5 26.0 27.1 29.4 28.8 24.0 18.8 13.9 12.5 12.0 11.0 10.3 9.7 9.4 8.8 8.6 8.1 7.6 7.5 7.3 7.1 6.9 6.7 6.7 6.6 9.2 9.0 9.3 10.1 9.6 8.7 7.7 7.4 7.2 7.1 6.8 10.8 9.6 8.7 8.3 8.6 7.9 7.4 6.8 6.4 6.1 6.9 7.3 7.0 14.0 16.0 16.1 13.1 11.9 15.1 17.8 15.4 13.3 12.4 12.3 11.4 11.0 10.7 9.3 8.6 8.2 10.0 9.8 9.0 8.4 8.4 9.2 8.8 8.3 7.7 7.2 ^£ 6.7 6.6 6.4 5.2 5.8 9.6 8.0 7.4 6.6 6.0 6.0 8.6 14.2 15.2 14.1 11.6 9.2 7.8 7.0 6.4 6.0 5.8 5.5 6.6 6.4 6.6 6.6 5.0 4.7 4.6 4.6 4.9 4.4 4.7 4.7 4.6 4.3 4.1 4.3 4.4 4.3 4.0 3.9 3.6 3.7 8.7 13.3 10.3 8.2 7.0 6.1 6.3 4.9 4.3 5.9 6.7 6.2 5.9 6.3 4.7 5.1 3.9 3.7 3.6 4.3 7.0 10.4 7.2 14.2 12.8 9.5 8.4 7.7 7.1 6.1 6.7 6.0 4.8 4.8 4.6 4.4 4.3 8.8 6.0 4.6 6.4 7.6 7.3 7.0 5.4 5.9 5.8 5.0 4.7 4.4 3.8 3.3 3.2 3.0 2.7 2.6 2.5 2.8 3.9 3.4 3.0 3.0 3.9 3.7 5.7 4.6 3.4 3.2 3.1 2.9 2.7 2.7 3.7 6.2 5.9 5.0 4.6 4.3 3.9 3.9 3.2 2.9 2.8 3.0 6.3 5.0 4.2 3.4 3.0 2.8 2.8 3.0 3.0 2.6 2.4 2.2 2.1 2.1 2.6 2.9 3.3 2.6 3.4 4.2 4.8 3.9 6.0 5.3 4.0 5.4 4.4 3.8 3.4 3.3 6.0 10.0 8.8 10.2 12.6 14.1 16.0 15.6 14.3 11.2 9.8 10.5 9.3 7.0 6.5 6.4 5.7 7.4 6.0 s@m 6.4 5.2 10.9 8.4 7.1 6.7 6.6 4.2 3.5 4.1 4.0 6.3 7.5 8.7 7.6 6.8 6.1 6.6 7.4 7.4 7.0 6.7 6.0 4.4 3.8 3.6 5.4 6.1 5.1 4.0 3.6 3.3 4.5 4.2 4.0 3.9 3.7 4.2 4.5 4.4 4.1 3.5 3.4 7.9 9.1 7.2 8.9 7.6 7.1 5.4 4.7 4.3 4.1 4.0 3.8 8.8 3.6 3.5 3.2 3.1 3.4 ) 8.1 3.0 3.0 2.9 2.6 5.8 5.6 3.5 3.1 2.8 2.6 2.5 2.4 2.4 6.1 4.8 3.6 8.6 2.9 2.8 2.7 2.8 2.4 2.3 2.3 2.1 2.1 2.0 2.1 2.0 2.3 2.8 5.3 4.6 4.6 4.0 3.7 3.4 3.5 3.0 2.9 3.7 7.1 6.1 4.9 4.7 3.9 4.9 4.5 4.0 3.7 3.4 3.3 3.1 3.0 2.8 2.7 3.0 3.3 3.4 3.3 3.3 3.2 17.4 16.1 12.9 13.5 10.1 10.1 11.2 9.2 8.0 7.1 6.4 6.0 5.6 5.3 6.0 4.7 4.6 4.4 4.8 4.9 4.9 5.0 5.6 6.6 6.3 5.0 4.6 4.4 4.3 4.2 4.1 3.1 3.0 3.0 2.9 2.7 2.7 3.4 3.3 3.0 3.1 4.4 4.5 4.4 4.4 4.1 3.9 3.8 3.6 3.2 3.1 3.1 3.1 3.0 3.0 3.0 3.7 3.7 3.7 3.6 3.4 3.2 3.3 7.4 12.0 8.7 8.6 7.7 6.6 8.6 8.7 8.6 8.6 7.8 2 . . 3 4 5 6 . 7 8 9 10 11 12 13 14 IB 10.1 9.4 16 17 18 7.6 19 20 9.1 18 8 21 22 23 24 26 22.4 26 22 8 27. 28 29 30 12 2 31 10.7 1906 1 9.1 8.7 8.4 7.9 7.6 7.6 7.3 8.5 12.3 11.6 10.5 9.7 9.2 9.4 9.7 9.1 8.3 7.8 7.4 7.4 7.5 8.2 7.7 7.3 7.6 7.7 7.2 7.0 7.7 8.0 8.6 7.8 7.1 6.6 6.2 6.0 6.8 6.8 5.9 6.7 5.7 5.9 7.5 7.4 6.6 6.2 5.7 6.6 6.4 5.1 4.9 4.7 4.4 4.1 3.9 4.1 4.0 itit&i 4.6 4.3 4.6 4.2 3.8 3.6 3.4 3.3 3.3 4.2 4.3 4.2 4.8 4.6 6.9 6.0 5.2 8.7 6.2 5.8 6.4 4.2 3.7 3.5 3.4 3.3 3.3 3.0 3.2 3.5 3.6 3.3 3.1 3.1 3.8 3.8 4.7 6.4 4.4 4.1 3.6 3.4 3.3 3.1 2.8 2.8 2.7 2.6 3.0 3.3 3.3 3.1 3.3 8.1 4.5 13.9 20.7 19.2 4.0 4.0 ■ 3.9 3.8 3.8 3.7 3.7 3.7 3.6 3.7 3.6 3.8 3.6 3.6 3.7 6.2 4.8 8.4 12.2 11.0 10.4 9.3 8.4 8.0 7.6 7.8 6.9 6.2 6.6 5.3 6.1 6.1 4.9 4.9 4.8 4.8 4.8 4.6 4.6 4.5 6.7 6.9 5.2 6.0 4.8 4.6 4.8 6.9 6.6 7.6 7.8 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18.... 19 20 21.... 22 23 6.8 24 6.4 25 26 27 5.4 28 5.4 29.... 5.2 30 5.2 31 9.5 f/|j^J' ■- VllHrhl^ 6.1 12.8 Pea River at Pera, Ala. 67 Daily gage liciaht, in /cc t. of Pea 1 {ircr at I'cia. Ala. — Continued. Day. Jan. Feb. Mur. Apr. May. June. July. Aug. Sept. Oct. Nov. Deo. 1907. 1 17.3 14.9 12.6 11.9 12.3 U.l 10.0 8.4 7.» 7.1 7.0 6.7 6.4 6.3 6.1 6.0 6.9 S.9 6.9 6.9 6.7 6.4 6.9 S.7 6.4 6.8 8,3 7.3 6.8 6.6 6.8 22.8 22.8 22.4 20.2 ' 16.6 15.3 19.1 22.6 21.7 20.1 20.3 20.4 10.0 17.0 15.0 14.2 13.7 12.8 11.7 11.1 10.6 10.8 10.9 10.5 10. 9.8 10.2 9.4 9.4 9.0 9.6 7.8 7.5 7.0 6.8 13.5 13.9 10.7 9.7 ■s.i 8.9 8.6 ,7.9 7,4 6,6 6.2 6.1 6.0 5.8 6.6 7.2 7.0 6.8 6.9 6.8 6.g 7.5 8.9 8.0 21.0 26.0 215 24.5 26.0 22.9 18.0 110 12.5 13.4 15.6 114 13.3 12.8 116 15.6 111 13.2 17.4 18.-6 ■16,8 15,0 13.8 13.2 12.2 13.7 13.0 11,6 11.0 9.4 13.4 13.2 13.0 11.0 11.4 11,6 9,9 8.4 7.7 7.2 6.7 6,6 6,4 6.4 9.2 8.6 8.8 8.8 9.8 8.7 8.3 6.5 6,6 6,8 5,6 5,5 5,3 6,3 6,0 18' 10.4 10.1 9.8 9.4 9.2 9.0 8.8 8.6 8.4 8.2 8.2 8.1 8.0 7.8 7.7 7.6 7.0 6.4 6.2 7.2 8..2 8.1 110 23.8 26.6 27.8 29.8 30.5 25,9 19,9 119 19 5.2 6.1 5.1 6.0 17.1 16.2 10.3 0.6. 9.6 9.3 9.0 6.3 6,0 6.6 .5.2 5.2 6.2 6.5 12,2 11.6 10.2 16,4 17.4 15.0 12.9 11.8 10.9 9.7 9.8 12,6 11.6 10.6 10.0 9.6 9.3 9,4 10.0 9.8 9.6 9.1 8.6 8.2 8.0 8.0 12.6 12.6 10.4 9.5 9.0 .8.8 9.8 15.5 113 15.2 20.0 25.4 29.8 26 8 10.2 10.0 10.0 10.5 9.2 7,8 7.0 7,8 10.4 9.8 9.2 ?:l 7.4 116 16.8 11.2 9.2 7.7 7.0 6.6 6.0 6,5 5,5 6.2 6.1 5.6 6.4 6.0 6.4. 5.3 23.4 21.8 19.0 15.0 12.2 112 16.0 112 13,8 12,6 11.8 10.2 9.8 8.8 8.2 7.8 7.4 7.2 7.3 7.3 7.2 7.2 6.8 6.5 6.2 6.0 6.6 6.6 7.0 8.2 8.6 5.2 6.2 6.0 17 4.6 14 12 4.0 4.0 3.8 3.8 3.8 3.8 10 3.9 3.55 3.35 3.5 3.6 3.4 3.2 3.2 3.25 3.2 3.6 5.-1 18 16 12 13 7.5 6.6 5.9 5.6 6.6 6.0 6.6,, 6.0'' 5.4 5.1 5.0 5.8 5.9 5.2 5.0 18 16 15 16 5.0 5.6 19 18 16 6.3 6.4 6.0 14 4.4 12 3.8 4.8 6.0 6,6 6.2 6.7 5.3 18 14 10 3.5 3.75 11 16 6.8 8.8 7.5 6.6 5.6 5.3 4.4 10 11 3.95 3.5 3,4 3,55 6,0 8,6 8.6 7.6 10 12 18 16 6.6 7.1 6.1 5.3 18 7.8 6.7 5.0 5.4 6.8 6.2 19 14 10 10 3.95 6.2 S.2 5.0 5.4 8.4 8.0 7.2 6.2 5.6 5.6 5.6 7.8 6.6 6,6 7.0 7.0 7.1 7.0 6.0 6.4 8.8 10.7 11.4 10.0 12.3 7.2 5.8 6.2 16 12 12 14 14 12 11 9.3 9.6 6.1 5.3 15 10 3.85 19 S.1 6.2 18 14 14 14 14 6.2 5.3 16 11 10 3.75 3.55 3.45 3.35 3.3 3,05 ai 3.25 3.6 5.7 6.4 6.9 7.4 6.9 6.6 5.9 5.1 14 3.6 3.35 3.45 8.9 10.4 6.6 6.6 16 9.0 8.0 6.4 5.6 6.0 18 14 16 12 3.86 3.75 3.65 3.85 6.0 10.2 7.8 5,8 6.8 5.9 6.2 17.2 15.7' 10 3.8 3.55 13 5.1 6.9 7.4 6.4 .6.2 19 15 12 3.95 3.76 3.55 3.35 3.2 3.1 3.05 3.75 5.4 7.3. 6.4 5.2 18 17 12 3.95 10 12 10,8 8.8 7,8 6,8 6,2 7,6 6.6 6.2 7.6 6.3 '6.6 5.2 18 16 14 14 12 12 12 11 3.95 10 10 4.3 4.1 11 10 12 3.9 3.7 3.85 12 3.85 3.6 3.85 3.15 3.15 3.05 2.95 19 6.0 19 14 10 3.75 3.6 3.35 3.35 3.25 3.1 .3.15 3.- J -3.05 3.0 3.0 3.0 3.05 3.15 10 5.7 5.4 5.0 4.1 ' 12 6.6 16 10 12 3.95 3.8 3.9 3.95 12 4..5 18 16 4.5 14 13 16 6.0 18 7.0 11.3 16.2 119 12.6 H.-2 11.2 116 16,0 17.3 16 14 14 5.2 6.8 6.4 . 6.0 19 16 13 10 12 12 10 11 10 12 10 3.95 3.95 10 3.9 3.85 10 10 10 10 3.85 3.8 3.8 2 13 8 3 4 13.0 5 8 10.8 9 4 7 8 9 8.0 10 15 9 11 15 8 12 ... 12 6 13 '18 7 15 18.8 16 18 2 17 16 18 ,. 19 '. 15.1 20 12.1 21 . . 11 1 23 20 3 24 25 - . 22.2 21 26 V 19 6 27 19.2 28 18.4 29 20.8 30 22.3 31 22.4 1906. 1. 3.85 2 10 3 11 4.2 5 12 6 3.9 3.85 8 10 g 3.9 10 3.85 11 3.86 12 10 13 18 14 6,« 15 6.4 10 50 17 17 18 14 19.... 13 20 12 21 11 22 6.0 23. ■ 6.0 24 5fi 25 5.2 26 27 5.0 16 28 15 29' .... 12 30 12 31 17 Digitized by Microsoft® {58 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Pea River at Pera, Ala. — Continued. Day. 1909 7.. 8., 9.: 10.. II.. 12.. 13.. 14.. 15.. 16.. 17.. IS-.. 19.. 20.. 21.. 22.'. 23.. 24.. 25.. 20.... 27.... 28.... 29.... 30..,. 31.... 1910 1 2 3 4 5 C 7 8 9 10 11 12 13 14 15 10 17 18 19 20 21 22 23 24 25 26.; 27 28 29 30 31 4.0 4.6 4.3 4.2 4.2 4.2 4.1 3.9 3.9 3.8 3.8 3.9 4.1 4.1 4.0 4.0 4.4 4.2 4.1 3.9 3.8 3.8 3.85 3.75 3.7 3.6 3.63 3.6 3.55 3.7 3.4 4.0 3.9 3.85 3.85 3.8 3.95 7.0 6.4 6.0 5.3 4.8 4.7 4.4 4.2 4.2 4.0 3.9 3.85 3.9 4.0 4.6 5.4 4.9 4.G 4.5 4.4 4.3 5.1 10. 1 9.6 10.4 3.4 3.3 3.35 3.4 3.35 4.4 4.8 4.5 4.6 9.8 13.4 11.0 13.6 18.4 20.2 21.1 19.0 18.6 15.4 17.4 15.7 ■ 13.6 12.8 11.8 10.6 9.2 8.1 7.6 8.2 7.6 7.6 7.0 6.0 5.5 6.2 6.2 6.0 5.4 8.8 7.6 7.0 6.6 6.2 6.2 13.2 14.5 11.0 9.8 11.6 11.3 13.8 17.5 14>8 12.0 15.6 5.9 7.5 11.6 9.9 12.6 10.8 9.6 9.4 9.7 11.7 12.2 12.0 12.6 11.6 10.0 9.8 12.5 16.8 20.4 20.7 15.7 10.4 9.0 8.4 7.6 7.1 20.8 22.3 22.5 21.9 20.8 17.0 13.0 10.9 9.9 9.1 8.8 10.6 9.8 8.8 8.3 7.8 7.3 7.2 7.0 6.7 6.5 6.4 6.3 6.2 p. 2 6.2 6.2 S.8 5.6 5.6 5.4 Apr. 7.2 6.4 6.2 5.8 5.8 5.6 5.6 6.6 7.8 7.9 7.4 7.0 6.8 9.2 8.2 7.2 6.4 6.2 5.8 5.4 5.0 4.8 4.7 4.8 5.3 8.0 12.4 15.4 14.8 13.1 5.3 5.3 S.0 4.9 5.2 5.4 5.3 5.0 5.0 4.6 4.4 4.4 5.4 6.1 6.4 6.5 10.0 14.2 15.2 1G.4 17.0 12.5 8.6 7.4 6.4 6.8 5.6 6.3 5.2 5.0 May. 12.0 14.6 12.0 U.O 10.0 9.3 8.2 7.2 6.6 0.0 5.6 5.2 5.0 4.8 4.6 4.0 6.0 5.6 6.4 7.6 7.8 8.0 7.4 6.7 7.0 9.9 8.6 8.0 9.2 4.7 4.5 4.4 4.2 4.2 3.9 4.1 3.55 3.8 4.6 4.7 4.6 4.3 4.0 3.65 3.45 3.35 3.3 3.15 3.2 3.2 3.35 3.5 3.8 3.9 3.85 3.55 3.3 3.25 3.05 2.8 June. 9.8 9.2 9.4 13.4 14.0 14.6 14.8 14. » 11.3 8.8 7.6 6.7 7.2 8.8 9.0 13.2 12.0 12.2 13.0 11.0 9.0 8.0 7.0 7.4 7.1 6.0 6:0 2.75 2.7 2.65 2.65 2.85 3.35 3.75 3.75 3.55 4.4 5.6 6.6 6.5 6.1 6.8 5.4 5.5 5.8 4.2 6.0 4.2 4.4 5.4 5.0 4.6 4.4 4.2 3.85 3.85 4.2 July. Aug. Sept. Oct; Nov. 5.5 4.1 2.6 3.2 2.4 5.9 4.3 2.85 3.0 2.5 6.3 4.5 3.1 2.9 2.65 7.0 4.5 2.7 2.65 2.6 6.6 4.3 2.8 2.7 2.45 5.4 4.4 3.1 2.55 2.35 5.1 4.5 3.2 2.0 2.4 4.9 5.4 2.95 2.45 2.3 4.5 6.2 2.9 2.5 2.35 4.7 6.7 2.95 2.5 2.3 5.0 7.0 3.0 2.45 2.4 5.1 6.5 2.75 2.8 2.3 5.4 5.8 2.5 .2.4 2.35 9.2 5.6 2.8 2.4 2.3 10.7 5.2 2.8 2.35 2.25 9.2 4.6 2.95 2.3 2.25 8.3 4.5 3.6 2.3 2.45 6.6 4.4 4.1 2.2 2.3 7.1 5.0 3.75 2.25 2.35 6.8 4.3 3.75 2.3 2.3 6.3 4.1 4.0 2.7 2.5 fl.S 3.75 7.4 2.7 2.5 4.9 3.35 7.3 2.55 2.75 5.6 3.2 6.6 2.55 2.7 5.6 3.1 7.1 2.4 2.7 4.8 2.9 5.4 2.5 2.7 4.3 2.8 5.1 2.4 2.8 4.1 2.8 4.8 2.35 2.7 4.1 2.7 4.8 2.35 2.55 4.3 2.6 3.55 2.4 2.7 4.3 2.55 2.25 5.7 5.4 3.55 2.4 2.4 5.2 5.2 3.4 2.25 2.55 7.2 4.8 3.15 2.15 2.45 9.0 5.1 4.9 2.25 2.45 13.0 6.9 4.2 2.3 2.5 10.2 5.3 3.7 2.45 3.25 8.8 5.8 .■!.4 3.0 3.8 7.9 5.2 .•i.4 3.1 3.8 S.3 4.7 3.6 3.2 3.35 8.0 4.2 3.85 3.7 3.0 6.4 3.8 3.8 3.75 2.9 7.8 3.95 4.2 3.05 2.85 6.8 4.2 3.5 2.75 2.7 5.0 5.8 3.25 2.7 2.7 4.4 4.8 3.55 2.55 2.75 4.2 4.0 2.85 2.45 2.65 4.5 3.75 2.8 2.2 2.55 6.2 3.55 3.65 2.3 2.65 (i.O 3 3« 2.85 2.2 3.35 0.1 3.2 3.05 2.2 4.1 6.0 5.6 2.75 2.2 4.4 5.4 5.9 2.6 2.15 4.2 5.4 4.6 2.55 2.05 3.9 10.8 3.75 2.5 2.0 3.55 10.0 3.5 2.35 2.1 3.4 17.0 3.45 2.25 2.15 3.4 13.0 3.4 2.3 2.05 3.15 9.8 3.15 2.4 2.8 3..')5 8.0 2.9 2.3 2.0 4.7 7.6 2.8 2.55 2.95 5.2 5.0 3.05 2.7 Digitized by Microsoft® Pea River at Pera, Ala. 59 Dail)/ gage height, in feet, of Pea Eircr at Pern, Ala. — Continued. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1911 1 6.0 5.4 10.4 15.0 12.0 11.4 10.4 9.2 8.2 7.9 7.5 6.7 6.2 5.8 5.6 5.4 5.2 •5.2 5.0 4.9 5.0 4.8 4.8 4.8 4.6 4.6 4.7 4.8 4.8 4.6 4.6 20.0 15.9 14.6 16.1 14.2 12.0 12.2 16.2 24.0 22.7 21.0 17.3 15.3 14.0 12.0 10.8 9.8 9.1 9.0 9.0 8.6 8.1 7.8 7.6 7.6 7.4 7.2 7.0 8.7 15.6 16.0 4.5 4.4 4.3 4.4. 5.0 4.6 4.4 4.3 4.2 4.2 4.2 4.4 5.6 6.0 5.8 5.4 5.2 5.1 4.9 6.0 8^8 0.8 5.0 5.2 5.0 4.7 4.4 4.2 15.0 15.2 16.4 13.8 10.4 9.3 8.6 8.0 7.8 7.6 10.0 8.5 7.2 9.1 12.4 11.1 11.0 12.0 10.7 10.1 13.2 19.0 17.8 16.4 19.0 19.1 18.2 17.2 16.2 4.2 4.2 3.95 4.0 3.8 3.75 3.7 3.75 3.6 3.6 3.6 3.5 3.55 3.5 3.45 4.2 3.85 3.7 3. 45 3.35 3.5 3.05 4.0 4.3 4.4 5.9 U.9 10.0 S.O 0.4 5.6 14.4 12.2 10.7 10.4 14.4 13.6 12.2 11.1 10.8 12.2 11.8 15.0 17.3 15.6 22.0 27.4 28.1 28.8 29.4 24.7 20.1 15.0 12.2 12.6 15.8 13.4 12.5 11.7 12.6 14.2 12.8 5.0 4.5 4.1 3.9 5.2 8.0 6.6 5.8 6.3 8.8 7.4 12.8 13.0 10.3 8.3 7.3 6.6 5.9 5.6 0.4 9.0 7.4 6.3 5.6 5.2 4.7 4.5 5.0 5.2 4.8 12.0 11.2 11.2 10.6 9.6 8.8 8.4 8.0 7.8 7.6 9.7 10.2 10.3 11.4 10.2 9.2 12.2 19.6 18.8 18.6 27.4 30.1 31.4 32.8 32.1 28.7 24.8 19.5 14.2 12.3 5.0 7.0 7.2 6.6 6.0 5.6 5.1 4.7 4.2 3.7 3.45 3.3 3.1 3.15 2.9 2.75 2.05 2.95 2.95 3.0 3,2 3.2 3. 05 3.15 3.75 3.4 2.95 2.75 2.6 2.4 2,3 12.8 13.8 14.0 13.8 12.4 11.8 12.4 13.4 11.4 10.2 9.8 9.5 8.6 8.2 8.0 7.7 7.4 7.2 6.7 6.3 6.1 6.0 6.8 6.7 5.6 5.4 5.2 5.1 5.0 4.9 4.8 2.8 2.85 2.55 2.35 2.25 2.1 2.4 2.95 2.9 2.55 2.35 2.1 2.15 2.2 1.95 2.8 2.85 2.3 1.85 2.7 2.8 2.85 2.6 3.15 2.65 2.65 2.3 3.0 3.15 2.7 4.8 5.4 10.6 7.1 6.2 5.6 7.2 9.3 8.2 7.2 7.6 6.8 6.1 6.0 6.0 6.7 5.6 6.6 5.4 4.9 4.6 4.4 4.4 4.1 4.2 4.9 6.8 5.0 5.0 5.3 2.8 2.5 3.8 4.1 3.1 2.7 2.4 2.3 2.3 3.0 3.0 2.8 3.3 2.8 2.8 2.6 3.9 5.0 4.5 4.8 4.4 4.2 3.7 3.6 3,1 3.0 2.7 2.3 2.2 2.1 1.9 5.2 6.8 5.8 6.7 7.2 6.6 6.0 5.6 6.4 6.6 6.2 6.0 6.8 6.1 5.7 5.4 6.0 4.5 4.7 6.2 5.4 5.2 4.8 4.4 4.2 3.8 • 3.8 3.4 3.4 3.3 3.2 1.9 2.5 3.3 4.2 4.2 3.8 2.9 2.8 2.6 2.4 2.4 2.6 3.7 3.8 4.0 3.6 3.5 3,5 4.4 6,6 4.3 4,1 3,6 3.0 2.8 2.6 2.4 2.0 2.0 2.3 . 2.2 3.4 4.6 6.7 6.1 7.0 6.9 5,2 5.6 6.8 6.4 7.6 6.8 6.0 6.6 5.2 5.0 6.0 6.5 S.7 9,0 7.2 6.2 7.2 8.5 6.2 5,8 5.6 5.6 4.7 4.4 4.4 2.1 2.2 2.2 1.8 1.7 2.0 2,1 2.5 2.8 2.6 2.6 2.8 2.4 2.1 2.0 2.0 2.0 2.1 2.2 2.1 2.0 2.0 1.9 1.9 1.8 1.8 1.9 1.8 1.8 1.7 4.0 3.7 3.6 3.4 3,4 3.5 3.4 3.3 3.0 3,2' 3,4 3,5 3,4 4.3 7.5 7.4 7.2 5.4 5.3 6.2 7.6 7.0 7.8 9,7 8,9 8.4 8.2 8.2 6.S 7.1 1.7 1.6 1,5 1.6 1.6 1.6 1,6 1,5 1.6 1.5 1,9 2.8 3>1 2.6 2:2 2.0 2.1 3.3 3.1 2.8 2.4 3.3 4.1 3.6 3.2 2.8 2.6 2.5 2.6 2.4 2,5 8,7 9,0 7.8 7.4 7.2 6.0 5.6 5.2 4.8 4.6 4.4 4.2 4.1 5.8 10.9 10,0 8.4 9,2 14,2 18,4 18,6 15.4 12.2 10.6 9,6 8.6 7.6 6.6 6.3 6.0 5.S 2.5 2.4 2.2 2.2 2.1 2.05 2.9 3.4 3.4 3.2 3.2 2.9 2.7 2.8 2.6 2.6 2.5 2.6 2.7 2.6 2.8 2.6 2.4 2.4 2.6 2.4 2.4 4.6 6.4 5.4 5.8 5.6 5.7 5.4 6.2 6.0 19.2 23.6 21.6 16.8 14.3 13.2 11.0 10.2 9.4 8,4 8.0 7.4 7.2 7.0 6.9 6.7 6.8 6.6 6.4 6.2 6.2 6.6 7.2 6.7 4.6 2 4.2 3 3.8 4 3.6 5 3.6 6 3.4 7 3.2 8 3.1 9 3.0 10 3.0 11 2.8 12 3.0 13.., 2.8 14 3.0 IS 2.9 16 3.0 17 3.0 IS 2.8 19 3.0 20 .-... 3.8 21 6.7 22 8.4 23 .... 21,8 24 20.6 25 15.5 26 12.9 27 11.4 28 10.4 29 8.9 30 8.4 31 14.-0- 1912 1 2 . ... 6.6 6.6 3 6.4 4 6.8 5 14.5 6 13.9 7 12.0 8 11.7 9 10.3 10 9.3 11 8.8 12 8.4 13 8.4 14 15 8.0 8,0 16 7,6 17 7.2 18 7.0 19 6.6 6.S 21 6.6 22 6.4 23 -. 24 7.0 15.5 17.6 26 16,0 15.7 17.4 29 16.2 13.1 12.2 Digitized by Microsoft® 60 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Pea River at Pera, Ala. — Continued. Day, 1913 n.. 12.. 13.. 14.. 15.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 23.. 26.. 27.. 28.. 29.. 30.. 31.. Tan. 11.2 10.8 10.4 10.2 9.0 8.8 8.7 8.3 8.0 9.0 9.7 8.6 8.0 7.8 7.9 8.0 8.1 8.2 8.1 7.7 7.4 7.5 8.2 8.4 9.7 11.2 9.8 9.3 9.4 Feb. Mar. Apr. May. June. July. 11.7 18.1 12.6 6.8 3.7 3.9 11.2 18.4 11.8 5.7 3.7 4.8 12.0 17.7 11.2 6.6 3.4 5.2 12.8 15.5 10.3 5.4 •4.4 4.4 11.4 14.0 10.7 5.2 4.4 6.4 U.4 12.2 10.3 5.0 5.0 5.4 12.1 10.7 9.8 4.9 7.1 5.4 13.3 9.9 9.1 4.8 8.2 4.6 11.3 9.2 8.8 4.8 8.6 3.8 9.6 11.6 8.6 4.7 10.3 5.0 9.0 15.0 11.7 4.8 9.8 4.4 9.1 13.2 13.6 4.9 7.8 3.9 9.2 15.2 12.4 4.6 7.3 3.6 9.2 .25.7 11.5 5.6 6.9 3.4 9.2 31.8 10.8 5.4 6.2 4.0 8.5 38.0 9:2 5.0 5.2 3.8 8.2 37.9 9.1 5.6 4.6 3.6 7.8 35.2 8.8 7.0 4.2 3.4 7.6 32.6 8.6 5.5 4.0 3.3 7.6 28.2 7.6 5.1 4.2 4.2 7.5 23.1 7,1 4.6 4.2 8.8 12.8 27.0 6.8 4.6 4.0 13.8 15.5 26.0 6.6 4.9 3.9 14.8 12.6 22.4 6.4 7.8 3.8 12.8 10.8 18.5 6.2 ' 7.3 3.6 13.8 9.7 15.6 6.4 6.S 3.5 13.6 10.0 ■ 15.0 6.6 5.4 3.5 14.2 15.2 16.2 6.4 5.0 3.6 11.2 15.2 6.2 4.8 3.7 9.0 H.l 6.2 3.4 4.0 9.7 13.1 3.6 10.0 Aug. 9.0 7.5 C.4 5.6 5.0. 4.4 4.1 3.9 4.0 4.0 4.6 4.8 4.6 4.4 4.6 5.0 4.2 3.7 3.3 2.4 2.0 1.6 2.3 2.6 2.8 2.9 3.0 3.6 3.2 2.7 2.9 Digitized by Microsoft® Pea River at Pera, Ala. 61 Rating table for Pea River at Pera, Ala., for 190^, 1905 and 1906. Gage Gage Gage Gage Dis- height. Discharge. height. 1 Discharge. height. Discharge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-Ft. 1.20 150 2.80 378 4.40 704 7.00 1,640 1.30 160 2.90 396 4.60 728 7.20 1,620 1.40 171 3.00 414 4.60 754 7.40 1,700 1.50 182 3.10 432 4.70 780 7.60 1,780 1.60 194 3.20 450 4.80 806 7.80 1,860 1.70 206 3.30 468 4.90 834 8.00 1,940 1.80 218 3.40 488 5.00 862 8.20 2,030 1.90 230 3.50 508 6.20 920 8.40 2,120 2.00 242 3.60 528 6.40 980 8.60 2,210 2.10 258 3.70 648 5.60 1,040 8.80 2,300 2.20 274 3.80 668 6.80 1,105 9.00 2,400 2.30 290 3.90 690 6.00 1,176 9.20 2,500 2.40 306 4.00 612 6.20 1,246 9.40 2,600 2.50 324 4.10 634 6.40 1,316 9.60 2,700 2.60 342 4.20 656 6.60 1,386 9.80 2,800 2.70 360 4.30 680 6.80 1,460 10.00 2,900 The above table is based on discharge measurements made during 1904-1906. It is well defined between gage heights 4 feet and 7 feet. Above 7 feet the curve is uncertain. High-water estimates are rough approximations. Rating taUe for Pea River at Pera, Ala., for 1901 and 1908. hfiight. Dis- Gage height. Dis- Gage Dis- Gage Dis- charge. charge. height. charge. height. charge. Feet. Sec.-ft. Feet. Sec-ft. Peet. Sec.-ft. Feet. Sec-ft. 2.90 373 4.70 739 7.00 1,476 17.00 6,970 3.00 390 4.80 764 7.20 1,552 18.00 6,430 3.10 407 4.90 789 7.40 1,630 19.00 6,890 3.20 425 5.00 815 7.60 1,710 20.00 7,350 3.30 443 5.10 ,842 7.80 1,791 21.00 7,810 3.40 461 5.20 870 8.00 1,873 22.00 8,270 3.50 480 5.30 898 8.20 1,957 23.00 8,730 3.60 499 5,40 927 8.40 2,041 24.00 9,190 3.70 519 5.50 957 8.60 2,127 25.00 9,650 3.80 539 5.60 988 8.80 2,214 26.00 10, 110 3.90 559 5.70 1,019 9.00 2,302 27.00 10, 570 4.00 580 5.80 1,051 10.00 2,750 ■28.00 11,030 4.10 601 5 90. 1,084 11.00 3,210 29.00 11, 490 4.20 623 6.00 1,117 12.00 3,«70 30.00 11,950 4.30 645 6.20 1, 185 13.00 4,130 31.00 12, 410 4.40 668 6.40 1,255 14.00 4,590 4.50 691 6.60 1,327 15.00 5,050 4 GO 715 6.80 1,401 16.00 5,510 Note. — The above table is not applicable for obstructed-channel conditions. It is based on 23 discharge measurements made during 1904-1908, and is well defined between gage heights 1.5 feet and 20 feet. Digitized by Microsoft® 62 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Pea River at Pera, Ala. Day. 1909 741 741 667 644 644 644 622 578 578 556 550 578 622 622 600 COO 691 644 022 578 656 550 567 546 535 515 525 515 505 535 470 600 578 507 507 556 589 1,610 1,290 1,160 935 794 707 691 644 644 600 578 667 578 600 741 965 822 741 715 667 878 2,800 2,570 2,930 Feb. 476 457 466 476 466 691 794 715 741 2,660 4,310 3,210 4,410 6,610 7,440 7,860 6,890 6,710 5,230 6,150 5,370 4,410 4,040 3,580 3,030 2.40O 1,940 1,740 Mar. 2,270 1,980 1,740 1,740 1,510 1,160 995 900 906 850 965 2,230 1,740 1,510 1,300 1,220 1,220 4,220 4,820 3,210 2,660 3,490 3,350 4,500 6,200 4,900 3,670 5,330 1,550 1,470 1,590 1,360 1,220 1,120 1,700 3,490 2,710 3,950 3,120 2,570 2,490 2,620 3,530 3,700 3,670 3,9,10 3,490 2,750 2,660 3,900 5,880 7,530 7, 070 5, .170 2,030 2,310 2,060 1,740 1,550 7,720 8,410 ,8,500 8,220 7,720 6,970 4,130 3,160 2,710 2,350 2,230 3,0.30 2,660 2,230 2,020 1,820 i,oeo 1,590 1,510 1,400 1,320 1,290 1,260 1,220 1,220 1,220 1,220 1,090 1,030 1,030 965 Apr. 1,590 1,290 1,220 1,090 1,090 1,030 1,030 1,360 1,820 1,860 1,660 1,510 1,430 2,400 1,980 1,690 1,290 1,220 1,090 965 850 794 767 794 935 1,900 3,850 5, 230 ■4,9C0 4,180 935 935 850 822 996 965 935 850 850 741 965 1,190 l,-290 1,320 2,750 4,680 5,140 5,690 5,970 3,900 2,140 1,660 1,290 1,090. 1,020 935 906 850 May. 3, 670 4,870 3,670 3.210 2,750 2,440 1,980 1,590 1,360 1,160 1,030 906 850 794 741 COO 1,160 1,030 1,290 1,740 1,820 1,900 1,060 1,400 1,510 2,710 2,140 1,900 2,400 2,570 2,400 767 715 691 644 644 678 622 605 556 741 767 741 667 600 525 480 466 457 428 438 438 466 495 656 578 567 605 457 448' 410 362 June. 2, 6()0 2.400 2,490 4,310 4,590 4,S70 4,960 4,960 3,350 2,230 1,740 1,400 1,590 1,470 1,660 2,.f00 2,230 2,310 4,220 3,670 3,760 4,130 3,210 2,310 1,900 1,610 1,660 1,550 I.ICO 1,160 July. 353 344 335 335 372 546 546 505 691 1,030 ,1.360 1,320 1,200 1,090 96S 995 1,090 644 850 644 691 965 860 741 644 567 667 644 995 1,120 1,2C0 1,510 1,300 965 878 822 ■715 767 850 878 965 2,400 3,070 2,400 2,020 1,360 1,550 1,430 1,260 935 822 1,030 1,030 794 667 622 622 667 667 1,060 906 1,590 2,310 4,130 2,840 2,230 1,860 2,020 1,900 1,290 1,820 1,090 .890 644 715 1,220 1,160 1,190 1,160 965 965 3,120 5,510 6,250 4,410 2,660 1,900 1,740 1,030 Aug. Sept. Oct. Nov. 622 326 438 295 667 372 400 310 715 419 381 335 715 344 335 326 667 362 344 302 691 419 318 288 715 438 326 295 965 390 302 280 1,220 381 310 288 1,400 390 310 280 1,510 400 302 295 1,320 363 362 280 1,090 310 295 288 1,030 362 296 280 906 362 288 273 741 390 280 273 715 515 280 302 691 622 266 280 850 646 273 288 667 546 280 280 622 600 344 310 546 1,660 344 310 466 1,620 31S 353 438 1,360 318 344 419 1.650 296 344 381 965 310 344 362 878 296 362 362 794 288 344 344 794 288 318 326 505 295 341 318 .' 273 965 605 296 295 906 476 273 318 794 428 259 302 878 822 273 302 1,470 644 280 310 935 535 302 448 1,090 476 400 556 906 476 419 566 767 515 438 466 644 567 635 400 556 556 546 381 589 644 410 372 644 495 353 344 1,090 448 344 344 794 605 318 363 600 372 302 335 546 362 266 318 505 525 280 335 466 . 372 266 466 438 410 866 622 1,030 353 266 691 1,120 326 259 644 741 318 246 578 546 310 239 505 495 288 252 476 486 273 259 476 476 280 246 428 428 295 362 505 381 280 326 767 362 318 390 906 410 344 Note.— Theso discharges wore obtained from a well-dofuied rating curve. Digitized by Microsoft® Pea River at Pera, Ala. 63 Daily discharge, in second-feet, of Pea River at Pera. Ala. — Continued. Day. 9U" I Jan, 1912 1,160 '965 2,930 5,0S0 3,950 3,390 2,930 2,400 1,980 1,860 1,700 1,400 1,220 1,090 1,030 965 906 906 850 822 850 794 794 794 741 741 767 794 794 741 741 7,350 6,460 4,870 5,560 4,680 3', 670 3,760 6,600 9,190 8,690 7,810 6,110 5,190 4,690 3,670 3,120 2,660 2,350 2,310 2,310 2,140 1,940 1.820 1,740 1,740 1,660 1,690 1,510 2, 180 5.330 5.510 Feb. 715 691 667 691 850 741 691 667 644 644 644 691 1,030 1,160 1,090 965 906 878 822 1,160 2,230 1,430 1,030 906 850 767 691 644 5,050 5,140 5,690 4,500 2,930 2,440 2,140 1,900 1,820 1,740 2,"750 2,100 1,590 2,350 3,850 3,280 3,210 3.670 3,070 2,800 4,220 6,890 6,340 5,690 6,890 6,940 6,620 6,060 5,600 Mar. 644 644 689 600 556 646 635 546 515 515 515 495 505 495 486 644 567 535 486 466 667 691 1,120 S,620 3,030 1,900 1,290 1,030 4,770 8,760 3.070 2,930 4,770 4,410 3,760 3,260 3,120 3,760 3,5SO 5,050 6,110 5,330 8,270 10,800 11,100 ll,i00 11,700 9,510 7,400 5,050 3,760 3,950 5,420 4,310 3,900 3,530 3,950 4.6S0 4.040 Apr. 850 715 622 578 906 l,-900 1,360 1,090 1,260 2,230 1,660 -4,040 4,130 2,890 2,020 i,620 1,360 1,120 995 2,490 2,310 1,660 1,260 1,030 906 767 715 850 906 794 3,670 3,300 3,300 3,030 2,530 2,230 2,060 1,900 1,820 1,740 2.620 2.840 2,890 3,390 2,840 2,400' 3,760 7,170 5,800 6,710 10,800 12,000 12,600 13,200 12,900 11,400 9,660 7,120 4,680 3.810 May. 8S0 1,510 1,590 1,360 1,160 1,030 878 767 «44 535 486 457 419 428 381 353 335' 390 390 410 428 546 476 390 353 326 295 June. 362 372 318 288 273 252 295 390 381 318 288 252 259 266 231 280 217 344 362 372 335 280 400 428 344 July. 362 310 656 622 419 344 295 280 280 400. 400 362 457 362 362 310 578 850 715 794 691 644 535 515 419 400 344 280 266 252 224 Aug. 224 310 457 644 644 '656 381 362 326 295 295 326 535 656 600 515 691 1,030 667 622 515 400 362 326 295 238 238 280 Sept. 4^040 794 906 476 4,500 965 1,090 ■ 741 4,690 3,030 1,090 1,060 4,600 1,550 1,400 1.190 3,850 1,220 1,590 1,610 3,. 580 1,030 1,360 1,120 3,860 1,590 1,100 906 4,310 2,440 1,030 1,030 3,390 1,980 1,290 1,090 2,840 1,590 1,360 1,290 2,660 1,740 1,220 1,740 2,530 1,430 1,160 1,430 2,140 1,190 1,090 1,160 l,!)K0 1,160 1,190 1,030 1,900 1,160 1,060 906 1.780 1,060 965 850 1,660 1,030 850 850 1,590 1,030 715 995 1,400 965 767 1,060 1,260 822 906 2,310 1,190 741 965 1,590 1,160 691 906 1,220 1,090 691 794 1,590 1,060 622 691 2,100 1,030 644 644 1,220 965 822 656 1,090 906 1,090 556 1,030 878 850 476 1,030 8.10 850 476 767 822 935 457 691 794 438 691 252 266 266 210 197 233 252 310 362 326 326 362 295 252 238 238 238 252 266 252 238 233 224 224 210 210 224 210 210 197 600 535 515 476 476 495 476 457 400 433 476 495 476 667 1,700 1,660 1,590 965 935 1,220 1,740 1,510 1,820 2,620 2,270 2,060 1,980 1,980 1,430 1,550 Oct. 197 184 171 184 184 184 184 171 184 171 224 362 419 326 266 238 252 457 419 362 295 457 622 515 438 362 326 310 326 295 310 2,180 2,310 1,820 1,660 1,590 1,160 1,030 006 794 741 644 622 1,090 3,160 2,750 2,060 2,400. 4,680 6,610 6,710 5,230 3,760 3,030 2,570 2,140 1,740 1,360 1,260 1,160 1,090 Not. 310 295 266 266 252 245 381 476 476 438 438 381 344 326 310 295 295 326 295 295 741 1,290 935 1,090 1,030 1,060 965 906 1,160 6,980 9,010 8,090 5,880 4,730 4,220 3,210 2,840 2,490 2,060 1,900 1,660 1,590 1,510 1,470 1,400 1,430 1,360 1,290 1,220 1,220 1,360 1,590 1,400 Digitized by Microsoft® 64 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Pea River at Pera, Ala. — Continued. Day. Jan. Feb. Apr. May. July. Aug 1913 1 2 3 4 5 6 7 8 9 ,.... 10 11 12 13 1-1 15 IG 17 IS 19 20. 21 22 : 23 24 25 2fi 27 28 29 30 31 3,300 3,120 2,930 2,840 2,570 2,400 2,310 2,230 2,180 2,020 1,900 2,310 2,020 2,140 1,900 1,820 1,860 1,900 1,910 1,980 1,940 1,780 1,660 1,700 1,980 2,060 2,620 3,300 2,660 2,440 2,490 3,530 3,300 3,670 4,040 3,390 3,390 3,720 4,270 3,350 2,570 2,310 2,350 2,400 2,400 2,400 2,100 1,980 1,820 1,740 1,740 1,700 4,010 5,280 3,950 3,120 2,620 2,750 5,140 6,480 6,610 6,290 5,280 .4,590 3,760 3,070 2,710 2,400 3,490 5,050 4,220 5,140 9,970 12,800 15,600 15,000 14,300 13,100 11,100 8,780 10,600 10,100 8,450 6,660 5,330 5,050 5,600 5,140 4,640 4,180 3,950 ,3,680 3,30a 2,890 3,070 2,600 2,300 2.2.10 2,140 3,530 4,410 3,850 3,440 3,120 2,400 2,350 2,230 2,140 1,740 1,550 1,430 1,3G0 1,290 1,220 1,290 1,360 1,290 1,220 1,220 1,090 1,060 1,030 965 906 850 822 794 794 767 794 S22 741 1,030 965 850 1,030 1,510 995 878 741 741 822 1,820 1,620 965 850 794 476 515 535 535 476 691 691 850 1,550 1,980 2,140 2^890 2,660 1,820 1,620 1,470 1,220 906 741 644 600 044 644 600 578 556 515 495 495 515 535 600 578 794 906 091 1,290 965 965 741 556 850 691 578 515 476 600 556 515 476 457 644 2,230 4,500 4,960 4,040 4,500 4,410 4,680 3,300 2,310 2,620 2,750 2,310 1,700 1,290 1,030 850 C91 622 578 600 600 741 791 7H 091 741 850 614 535 457 295 238 ISl 2S0 320 3G;2 381 400 515 438 344 381 Note. — Daily discharge determined from a rating curve well defined below 7,000 second- feet. Because of uncertainties due to power regulation and lack of measurements since 1911, daily discharge should be used with caution. Monthly discharge of Pea River at Pera, Ala. [Drainage area, 1,180 square miles.] Discharge in second-feet. Run-off. Month. Maximum Minimum Mean. Sec.-feet per squar mile. Depth in inches. 1904 August 27-31 1,740 950 268 342 1,940 3,760 12,600 3,300 6,500 4,650 1,245 1,140 3,360 1,106 1,680 728 9,300 780 171 160 160 274 612 754 1,140 728 508 324 268 468 242 360 360 460 1,369 376 178 267 791 1,186 4,745 1,910 1,779 1,116 600 517 1,214 431 606 499 3,623 1.16 .318 .149 .226 .670 1.01 4.02 1.62 1.61 .945 .508 .438 1.03 .866 .514 .428 3.07 November December 1906 January February April 1.87 May 1.68 1.09 July .567 August September .505 1.19 October .407 .593 December .472 3.54 The year _ 12,600 242 1 1,619 1.29 17.26 Digitized by Microsoft® Pea River at Pera, Ala. 65 Monthly discharge of Pea River at Pera, Ala. — Continued. [Drainage area, 1,180 square miles.] Discharge in second-feet. Run-oil. Month. Maximum. Minimum. Mean. Sec.-feet per square mile. Depth in inches. 1906 January 7,660 4,060 6,800 2,160 6,000 2,260 6,700 2,460 8,260 6,600 4,000 4,300 1,740 1,640 1,640 690 628 414 468 414 342 634 528 728 3,680 2,190 3,280 1,170 1,480 752 2,060 857 1,150 1,760 1,260 1,130 3.12 1.86 2.78 .992 1.26 .637 1.76 .726 .976 1.49 1.06 .958 3.60 1.94 March 3.20 April May — 1.11 1.44 June ~ - July _ .71 2.02 August September _.. .84 1.09 1.12 November _.. 1.18 1.10 8,260 6,110 4,540 4,310 6,150 6,880 870 2,210 3,810 6,060 3,120 6,110 8,460 342 927 988 764 789 898 425 461 549 452 519 639 1,870 1,730 1,960 1,830 2,040 2,640 2,060 697 965 1,440 1,450 980 1.860 5,270 1.47 1.65 1.55 1.73 2.24 1.75 .606 .818 1.22 1.23 .831 1.58 4.47 19.95 1907 1.90 February 1.61 March 1.99 2.60 May 2.02 June — July ^ .66 .94 1.41 1.37 October .96 1.76 5.15 8,450 8,640 10,100 12,200 11,900 8,910 1,670 2,040 1,630 1,630 1,120 1,400 1,180 425 2,300 3,210 1,180 1,870 1,120 623 670 398 3d8 382 639 649 1,920 5,110 6,660 4,060 4,140 3,010 947 1,020 788 747 662 680 705 1.63 4.33 4.79 3.44 3.61 2.65 .803 .864 .668 .633 .468 .676 .697 22.17 1908 4.99 5.17 3.97 April May 3.92 2.94 .90 July ~ 1.00 .77 .71 October .64 .64 .69 The year 12,200 741 7,860 7,670 5,230 4,870 4,960 3,070 1,510 1,660 438 362 1,510 382 476 457 1,120 767 600 1,160 622 318 310 266 273 363 2,280 692 3,330 3,090 1,760 1,910 2,730 1,180 726 632 316 307 768 1.94 0.502 2.82 2.62 1.49 1.62 2.31 1.00 .614 .536 .267 .260 .642 26.24 1909 0.58 2.94 3.02 _A.pril 1.66 May 1.87 2.58 July 1.16 .71 .60 .31 .29 .74 The year 7,860 266 1,440 1.22 16.45 SWP Digitized by Microsoft® 66 Water Powers of Alabama; Second Report. Monthly discharge of Pea River at Pera, Ala. — Continued. [Drainage area, 1,180 square miles.] Month. Discharge in second-feet. Minimum. | Mean, Run-off. Sec.-feet per square mile. Depth in inches. January ... February March April , May June July August ..... September October ... November December 1910 The year.. January ... February . March April May June July August September October ... November December 1911 The year... January .... February . March , April May June , July August , September October ... November December The year... January . February March April May June July August ... 1913 2,930 6,200 8,600 5,970 767 1,360 6,250 1,470 822 546 906 1,090 8,500 6,050 2,230 3,620 4,130 1,590 428 850 1,030 362 622 1,290 8 ,180 8,180 9,190 6,940 11,700 13,200 4,590 3,030 1,590 2,310 2,620 6,710 9,010 6,260 13,200 3,300 5,280 15,600 4,410 1,820 2,890 4,960 2,310 556 860 965 691 362 335 644 362' 273 239 295 466 239 741 644 466 678 280 217 224 224 197 171 245 362 171 1,510 1,690 2,930 1,740 794 622 438 476 400 622 906 1,290 400 1,660 1,700 2,400 1,220 476 476 457 184 946 2,630 2,960 1,770 559 735 1,980 712 439 323 460 677 1,170 1,490 889 834 1,600 605 324 440 460 253 303 402 1,710 767 4,060 4,040 6,600 6,600 2,230 1,190 941 1,160 1,130 2,220 2,540 2,960 2,780 2,290 3,040 7,290 2,380 945 1,010 1,750 665 0.802 2.14 2.51 1.60 .474 .623 1.68 .603 .372 .274 .390 .574 .992 1.26 .753 .707 1.27 .613 .276 .373 .381 .214 .257 .341 1.45 .660 3.44 3.42 4.66 4.66 1.89 1.01 .797 .976 .968 1.88 2.15 2.50 2.36 1.94 2.68 6.18 2.02 .801 .866 1.48 .664 0.92 2.23 2.89 1.67 .66 .70 1.94 .70 .42 .32 .44 13.44 1.45 .78 .82 1.24 .59 .31 .43 .44 .24 .30 8.83 3.97 3.69 5.37 6.20 2.18 1.13 .92 1.12 1.07 2.17 2.40 2.88 32.10 2.24 2.69 7.12 2.26 .92 .96 1.71 .65 Digitized by Microsoft® Pea River at Elba, Ala. 67 PEA RIVER AT ELBA, ALA. This temporary station, located at the railroad bridge in the town of Elba, was established on June 8, 1906, and was discontinued December 31, of same year. Measurements were made from the bridge and the chain gage was attached to the downstream guard rail of same. Discharge measurements of Pea Riier at Elba, Ala., for 1905 and 1906. Date. 1906 October 17 1906 February 21 September 15 September 17 September 18 Dis- charge. Sec.-ft. 4.10 1,630 3.20 326 3.10 261 3.10 297 Daily gage height, in feet, of Pea River at Elba, Ala., for 1906. Day June. July. Aug. Sept. Oct. Nov. Dec. 1 r 4.1 3.65 4.6 3.85 3.65 3.3 3 2 3.2 3 66 6.6 4.6 5.6 6.6 6.6 7.6 6.6 7.6 5.6 5.1 5.1 5.0 4.9 4.5 4.4 4.1 3.75 4.5 4.2 4.1 4.1 3.75 3.66 3.4 3.4 3.85 3.55 3.66 3.65 3.4 3.3 3.3 4.2 6.6 6.0 5.2 5.5 17 4.3 3.95 3 85 3 65 3.4 3.55 3 4 3.4 3.3 3.3 3.4 3.4 3.2 3.1 3.1 3.3 3.3 3.2 3.1. 3 1- 3.55 3 65 3.65 4.3 3.65 3.55 3.4 3.3 3 2 3.2 31 3 ■3.0 2.9 2.9 3.1 3.3 3.3 3.2 3.2 3.2 3 3 6.6 96 8.4 7.6 7.9 8.2 6.6 6.1 6.8 6.4 4.8 4.7 4.4 4.2 4.2 4.0 3.8 3.7 3 6 3 7 3.9 4.0 4.1 4 4 4.3 4.2 4.1 4.0 3.8 3.8 3.7 3.6 3 6 3.6 3.6 3.5 3.5 3.5 3 5 . 3.5 3 6 3 5 3 5 3.4 3.6 3.55 4.6 4.3 4.0 4.1 7.0 10.0 6.9 6.0 6.0 5.6 6.4 6.3 6.0 4.8 4.4 4.3 4.1 4.1 2 4.0 3 4.1 4 . 4.1 6 4.0 6 . 4.0 7 4.0 8 .. 3.55 3.4 3.55 3.75 3.75 3 65 3.96 4.3 3.95 5.3 4.6 3.95 3.85 3.65 3.4 3.2 3.2 3.1 3 3 3.2 3.2 3.1 3.1 3 9 9 3.9 10. 4.0 U , 4.4 12 4.32 13 ; 4.2 14 4.1 16 4.0 10 4.1 17 - 4.5 18 4.9 19 4.7 20 6.3 21 : 6.0 22 4.8 23 4.7 24 4.5 25 4.4 26 27 28 29 4.3 4.2 4.2 4.5 30 81 4.8 11.8 Digitized by Microsoft® es Water Powers of Alabama; Second Report. DOUBLE. BRIDGES CREEK AT GENEVA, AI,A. IvOcation. — At wagon bridge, three-fourths mile above mouth of creek where it enters Choctawhatchee River. Records available. — August 26 to December 31, 1904. Drainage area. — Not determined. Gage. — Vertical staff. Channel. — Good, but affected by back water from Choctawhatchee River. Discharge measurements.- — Made from the wagon bridge. Artificial control. — None. Accuracy. — Good for low water only, as back water from Choc- tawhatchee River affects gage heights at higher stages. Discharge measurements of Double Bridges Greek at Geneva, Ala. Date. Gage height Feet. Dis- charge. Sec-ft. Date. Ill Dis- charge. Sec-ft 1904 May 27 1.61 1.24 4.63 1.45 i.sa 124 99 633 84 115 1904 November 18 1.52 1.60 3.15 4.25 101 115 June 21 Augufit 26 1905 March 29 September 26 June 14 518 Mean daily gage height, in feet, of Double Bridges Creek at Geneva, Ala. far 1904. Day. 5. C. 7. 8. 9. 10. 11 . 12. 13. 14. 16. 16. Aug. Sept. 3.10 2.50 2.20 2.10 2.10 2.40 2.5() 2.86 1.85 l.liO 1.80 1.60 1.40 l.SO 1.30 1.40 1.35 1.25 1.00 1.00 1.30 1.05 1.45 1.70 1.05 1.15 1.15 1.05 1.15 1.10 .85 1.10 1.45 1.80 2.70 2.70 2.10 1.70 1.65 1.40 1.30 1.15 1.4C 1.45 2.40 2.05 1.75 1.60 Dec 5.90 4.80 5.25 6.40 4.30 2.95 2.50 2.75 2.00 2.50 2.00 2.10 2. 15 2.05 Day* "Xug. 4.90 5.50 4.60 3.00 3.00 Sept. 1.40 1.65 1.75 1.30 1.30 1.20 1.55 1.35 1.45 1.25 1.40 1.30 1.30 1.35 Oct. .90 1.10 1.20 1.05 .85 .90 1.10 .90 1.00 .00 1.05 l.IO 1.80 1.40 1.10 Nov. 1.60 1.70 1.40 1.60 1.60 1.70 2.45 2.30 1.90 1.45 1.75 1.16 1.70 1.60 Dec 2.35 2.60 2.30 2.0O 1.95. 2.06 ■i.go 2.10 1.90 3.05 2.05 4.80 4.80 3.30 2.60 Digitized by Microsoft® Conecuh River at Beck, Ala. ^ Escambia River Drainage Basin, description. Escambia River drains the south-central portion of Alabama and discharges into the Gulf of Mexico through Escambia Bay and Pensacola Bay. Conecuh River joifts the Escambia about 5 miles south of the Alabama-Florida state line, and is very much the larger of the two branches. Conecuh River rises in Bullock County, Ala., very close to the headwaters of Pea River, in the Choctaw- hatchee drainage basin, and flows southwestward throughout its entire course. Pigeon and Patsaliga creeks, both from the west, are the principal tributaries of Conecuh River. The Conecuh and its tributaries are swift streams, and at places there are rocky shoals and rapids. This small basin lies directly west of the Choctawhatchee River basin, to which it is very similar in topographic, geologic, and cli- matic features. The following gaging station has been maintained in this river basin : Conecuh River at Beck, Ala., 1904-1915. CONECUH RIVER AT BECK, ALA. Location. — ^At Simmons Bridge at Beck, about 12 miles below the mouth of Patsaliga Creek, 8 miles west of Andalusia, Ala. Records available.— August 24, 1904, to September 30, 1915. Drainage area. — 1,290 square miles. Gage. — Standard chain gage attached to the upstream side of the wagon bridge ; datum unchanged. Channel. — In soft bed rock and practically permanent. Both banks are subject to overflow at high stages. Discharge measurements. — Made from the wagon bridge. Artificial control. — The flow is probably not affected by artificial control, but at times may be affected by logging operations. Accuracy. — Conditions of flow at this station are practically per- manent and a good rating has been developed. Digitized by Microsoft® 70 Water Powers of Alabama; Second Report. ' Discharge measurements of Gonecwh River at Beck, Ala. Date. Gage height. Feet. Dia- charge. Sec.-ft Date. Gage height. Feet. Dis- charge: Sec.-ft 1904 May 26 1.67 1.18 2.63 1.20 1.20 1.40 1.40 6.03 3.77 1.43 2.03 6.18 2.06 3.22 320 238 588 246 244 292 290 1,668 1,055 ! 288 408 1,680 431 871 1907 April 24 November 23 14.74 10.74 10.71 3.28 4.62 4.36 2.04 2.04 2.27 2.27 1.71 1.68 6,940 June 24 4,770 4,600 September 28 1908 June 16 1909 September 28 November 19 November 19 806 1,280 1905 1,160 March 27 404 March 31 390 1910 October 19 466 December 16 460 1906 1911 340 Sentember 13 October 18 336 No discbargre measurements in 1912, 1913, 1914, 1915. Daily gage height, in feett of Conecuh River at Beck, Ala,, for 1904' Day. Aug. Sept. Oct Nov. Dec. Day. Aug. Sept. Oct. Nov. Dec. 1 3.50 2.80 2.90 5.35 , 4.10 3.40 2 90 2.30 2.20 2.20 2.00 1.70 1.80 l.CO 1.00 1:50 1.10 1.00 1.00 .70 .80 .86 1.30 1.00 1.00 1.05 .8.5 1.00 .95 .95 .60 .80 0.80 .90 1.45 1.40 1.25 1.26 1.30 1.35 1.35 1.30 1.30 1.15 1.35 1.40 1.20 1.20 1.50 2.30 2.60 2.(ii> 4.00 3.70 3.35 3.30 3.00 2.90 2.80 2.50 2.40 2.35 2.20 2.20 17 1.30 1.40 1.20 1.20 1.00 1.40 1.30 1.20 1.20 1.00 1.00 1.05 1.05 1.10 0.86 .90 .95 .95 .80 .80 .80 .85 .90 .90 .90 .90 .90 .85 .R5 1.40 1.40 1.40 1.35 1.35 1.70 1.86 1..W l.SO 1.85 1.70 1.70 l.f.0 l.Cfl 2.20 9 IS 2.20 3. 19 2.10 4 20 2.00 5 21 2.00 6 22 ■l.SO 7 23 1.75 8 ■. . 21 3.00 4.70 3.10 2.90 5.70 4.60 4.00 3.60 1.75 9 10 20 1.85 11 1 9a 12 ...... 28 4 40 13 29 3 56 11 15 31 3 50 Id Digitized by Microsoft® Conecuh River at Beck, Ala. 71 Mean daily gage height, in feet, of Conecuh River, at Beck, Ala. — Continued Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1905 1 3.4 3.4 3.1 2.7 2.5 2.7 3.0 3.4 3.0 3.2 2.9 3.4 5.6 5.8 5.3 5.1 4.9 4.4 4.6 4.1 3.9 3.7 3.5 4.3 4.5 4.8 4.3 3.9 3.8 3.7 3.6 7.3 ae 8.0 10.4 ft2 7.8 7.7 .6.8 6.9 a6 6.5 6.8 &6 6.0 5.8 5.5 5.2 4.9 5.0 3.1 5.3 6.5 &9 9.0 .7.« .7.3 7.2 7.6 S.i 8.4 7.6 3.5 3.4 3.2 3.3 3.2 4.6 6.0 7.4 10.8 10.6 9.0 15.6 20.2 21.9 22.5 21.6 23.3 24.1 21.1 19.5 13.2 10.8 9.1 8.2 7.5 6.7 6.4 6.0 5.7 6.4 5.2 4.9 4.8 4.7 4.6 4.4 4.6 4.6 4.8 6.5 5.6 6.6 6.3 5.3 6.0 4.8 4.6 6.3 6.0 6.0 6.0 6.0 5.6 5.6 5.2 4.6 4.2 4.0 3.8 5.3 5.2 10.3 11.2 ia4 as 7.6 10.4 11.3 11.0. 9.7 9.2 as 8.9 10 5 9.7 a4 7.6 6.8 6.7 6.7 a 2 6.3 a2 «.l as ao ao 5.8 5.8 5.7 -Digii 3.6 3.6 3.4 3.3 3.9 4.0 3.9 3.8 3.5 3.8 3.4 4.2 7.0 6.8 5.8 6.8 5.7 6.7 6.6 4.6 3.6 3.4 3.2 3.2 3.0 2.96 2.8B 2.76 2.75 2.66 2.6 2.65 2.45 2.6 2.46 2.36 2.3 2.2 3.0 2.35 2.2 2.6 2.2 2.06 3.6 6.8 6.3 6.6 6.0 4.5 4.0 3.6 3.7 3.6 4.5 3.1 3.1 3.1 3.1 3.0 3.4 2.5 2.4 2.2 2.7 6.2 ao as 7.3 7.1 a2 &9 5.6 5.9 a7 4.8 4.2 14 3.1 2.9 2.7 2.7 2.7 2.6 2.6 3.0 3.1 3.^ 3.7 3L5 as 11 4.7 3.0 3.0 2.95 2.9 2.9 2.75 2.7 2.6 2.3 1.8 1.7 1.5 1.9 2.3 1.8 1.76 1.7 1.7 2.6 1.9 1.85 2.0 2.25 2.1 2.05 2.15 3.5 3.0 4.2 2.7 3.0 2.4 2.2 2.1 2.0 1.8 1.75 1.7 1.7 2.7 2.4 2.16 1.85 1.8 1.8 1.85 2.0 1.6 1.4 1.2 1.2 1.2 1.2 1.5 1.6 1.4 1.35 1.4 2.0 2.4 i.6 2.4 2.0 2.3 2.2 2.3 2.3 2.3S 2.45 2.5 17 48 4.1 4.2 a2 7.3 as a7 7.7 7.4 ai a2 5.9 4.9 4.2 4.0 4.4 5.1 4.4 4.4 14 1.76 4.1 2.85 2.9 3.0 2.7 2.36 2.0 2.4 2.7 2.1 3.4 4.4 3.8 3.6 4.9 4.3 4.3 4.1 3.9 3.8 3.8 3.6 2.4 2.2 2.4 2.2 2.4 2.4 2.2 2.0 2.9 2.7 2.5 ■2.4 2.9 2.5 2.3 2.2 2.0 1.9 19 4.8 10 7.2 5.5 4.3 17 11 2.8 2.6 2.4 2.4 2.2 2.0 1.8 1.8 1.9 1.9 1.8 1.7 16 1.8 1.7 1.5 1.8 1.8 2.06 1.8 1.7 1.66 1.46 1.4 1.4 2.0 1.7 1.65 2.0 1.9 1.6 1.7 1.7 l.B 1.4 1.36 1.2 1.2 1.1 1.1 1.06 1.2 1.3 1.1 1.1 1.4 1.7 1.76 1.75 1.7 1.6 1.7 2.4 3.6 3.1 3.0 2.9 2.6 2.2 2.0 2.1 1.86 2.0 2.3 1.8 1.6 1.6 1.65 2.0 1.7 1.7 1.75 1.8 1.7 15. l' IS. 3 10 9 17.6 lae las 14.1 11.8 9.0 7.6 a 9 a 4 5.* 5.2 4.5 4.3 4.0 19 18 18 17 16 16 16 15 14 13 12 11 10 10 1.65 1.6 1.6 1.6 l.B 1.6 1.66 1.4 1.36 1.5 2.4 2.2 2.3 2.7 2.4 2.3 2.2 2.1 2.0 1.9 1.9 1.86 1.7 1.7 1.65 1.6 1.6 1.9 2.0 2.0 2 2 2.2 3 4.6 4 3.4 s 4.0 6 4.4 7 4.2 8 4.0 9 3.8 10 3.5 11 3.5 12 3.7 13 3.8 14 4.2 15 4.4 4.6 17 4.7 18 4.7 19 4.6 20 7.1 21 8.9 22 8.3 23 8.1 24 9.0 26 8.9 26 8.5 27 8.4 10.0 29 10.4 30 9.3 jl 8.2 1906 1 ...., &5 5.8 5.2 4.8 4.5 4.2 4.5 6.0 ai as 7.7 . 7.2 •1! 7.5 7.2 7.0 6.1 5.4 5.1 5.4 5.3 .5.2 5.0 .5.2, 5.6 5.4 5.7 6.3 a? 7.2 7.5 7.0 ai 5.4 4.7 4.3 4.2 4.2 4.2 4.1 4.1 S.8 a2 5.6 5.3 4.9 4.5 t\ £5 3.2 ao II 2.7 2.6 2.5 2.8 2.6 2.5 2.3 2.2 2.2 2.1 1.9 1.9 2.1 2.0 1.9 2.2 2.6 32 2.7 2.7 2.7 2.4 .2.8 2.4 1.9 1.8 1..8 1.7 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.4 1.8 2.1 1.9 1.8 2.8 10 4.5 4.3 13 It 2.8 2.8 2.3 2.0 1.9 1.8 2.1 2.4 2.8 2.6 2.4 ao lao ' las ia3 2.9 2.9 2.9 2.8 2.8 2.7 2.7 2.7 2.6 2.6 2.6 2.6 2.5 2.S 15 11 12 4.S 4.9 4.9 5.0 6.2 4.9 4.7 4.5 4.4 4.2 4.0 19 18 15 2 13 12 4..., ; s 10 10 2.9 7 2.9 8 2.8 9. 2.8 10 10 11 1» 12 14 tl, 14 14 13 15 16 12 11 17 13 14 9 19 !0 4.0 >2..'...'....'..".. 19 18 J 18 4 17 £ 16 & 7 14 12 g " 12 •9 13 14. 1..; a J. 72 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Conecuh River at Beck, Ala. — Continued. Day. Ian. Feb. Har. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1907. 1 7.6 7.3 ' 6.6 6.4 6.4 6.6 6.4 6.1 5.8 5.3 4.7 4.4 4.1 4.0 3.8 3.8 3.7 3.7 3.6 3.8 4.0 4.1 4.3 4.0- 3.8 3.6 3.9 4.1 4.0 4.0 4.4 4.5 4.8 "'"ti 4.0 3.9 3.7 3.8 3.7 3.8 3.7 3.9 4.8 4.4 4.0 10.4 12.5 12.1 11.0 10.5 10.9 12.1 12.4 11.3 9.0 7.3 6.2 6.4 6.4 7.3 7.6 3.8 3.7 3.8 3.7 3.5 9.9 "i'.i' 5.3 5.5 5.4 5.3 5.4 3.7 3.6 4.0 5.9 7.6 "n.i 14.3 14.6 13.8 11.4 10.0 "'9.'9' 9.2 7.9 7.4 7.1 8.0 7.0 6.2 6.1 7.0 7.7 7.8 ....... 7.7 13.6 12.7 12.8 11.7 "las' 9.8 9.1 6.4 10.4 5.4. "i'.i' 6,9 6.2 4.9 ""i'i' 3.8 3.6 3.4 3.2 3.1 '"i'.i' 2.7 3.4 3.0 3.1 2.9 2.7 2.7 2.6 5.6 2.5 "'.2.k' 2.3 2.3 2.4 2.5 2.4 2.9 ai 4.0 4.4 S.O 4.4 4.2 3.6 2.8 2.7 2.5 3.7 5.4 5.4 5.13 3.9 '"3. '6' 2.7 2.5 2.4 3.9 3.6 "is" 5.1 5.7 2.6 2.8 2.8 3.5 4.7 4.2 4.1 4.0 4.1 ■■■4.0 3.6 3.6 3.2 3.8 2.7 ""2.4' 3.6 3.5 3.0 4.2 3.6 "4.1 4.6 5.3 4.1 8.6 4.7 43 4.4 '""5.0' 4.2 .5.6 5.1 4.7 9.9 ■■■g.s' 6.7 12.8 1^2 9.2 5.8 3.6 3.3 3.2 3.1 3.3 3.1 2.6 2.6 2.8 2.5 2.8 3.4 ■"'i's' 3.4 3.0 3.0 2.8 3.2 '■'ig' 2.9 2.9 2.7 2.4 .2.4 "is" 2.2 1.9 2.0 1.9 2.0 '"i.'.Y 2.5 2.5 2.6 2.7 2.6 ""is' ...... 2.6 2.6 2.8 2.5 "'4.1' 4.5 3.0 2.8 2.7 2.5 2.4 2.4 2.3 2.2 2.4 2.8 "5.'6' 4.1 3.6 3.2 2.8 4.6 "h'.Y 2.1 2.0 2.0 2.2 2.2 "Ts" 2.5 2.4 2.8 2.7 '"2.2' 1.9 1.9 1.9 1.7 1.8 2.0 2.5 2.8 3.5 2.8 2.4 "2'3' 2.2 22 5.0 4.4 3.8 3.G 3.2 3.7 4.7 4.4 3.0 2.8 "'i'.h' 2.4 2.4 2.3 2.2 2.2 2.1 2.1 20 2.2 22 2.1 "'2.I' 2.2 2.1 2.1 2.2 2.2 2.1 "i'.Y 1.6 1.8 1.7 1.7 1.9 "i'.V 2.3 2.1 2.0 1.9 1.9 ""i.'s' 1.8 1.8 1.8 1.7 1.7 1.7 1.7 2.1 2.1 2.1 25 2.1 25 ""2."5 2.7 2.7 2.5 2.4 2.4 2.6 2.0 2.8 2.7 2.7 2.6 "To' 2.9 2.8 3.5 5.8 10.0 ""8.'7" 8.5 8.2 'ii.'s' 11.7 2.5 3.1 3.6 3.9 3.S "i'.'i 2.6 2.7 2 5 2.4 2.4 23 2.3 2.3 2.3 2.2 2.2 "'i's' 2.3 2.2 "'Ki' 2.2 ""i"2' 2 9.9 9.7 9.4 &S 8.1 7.5 ,3.. 5 6 7 g 9 6.6 9.0 9.5 8.4' 10.8 13.1 10 11 12 13 14 15 16 12 4 11.3 10.8 10.5 10.7 10.8 17 . IS 19..... 3.8 3.7 3.8 3.'6 "3.'6 7.8 7.9 8.0 8.'2 7.8 6.8 20 21 22. 23... "ii'i 19.3 19.9 18.0 16. D 16.6 24 25. 4.3 4.8 5.6 5.4 4.7 4.3 4.0 3.8 3.5 3.4 26 27 28 29.. 30 "ii'i 25.1 31 5.0 22.1 23.2 ■ ie.'i' 11.4 14.4 13.6 12.6 11.1 9.2 8.8 8.2 7.S 6.7 6.0! ""5.2" 5.9 6.1 6.2 6.4 6.0 """4.7' 4.5 4.6 4.2 4.5 4.4 •4.7 4.1 4.1 4.0 3.-9 "4.'2' 4.2 4.0 3.8 4.4 3.7 ■"ii' 3.3 3.1 3.0 3.1 3.3 "'3.5' 3.5 3.6 7.0 3.7 3.9 ""ii" 2.9 1908. 1 20.5 ■'26.'8' 19.9 23.7 24.9 21.8 17.1 ■'12.7' 12.2 11.1 10.3 9.6 11.5 "n.'i 10.9 14.7 14.3 14.8 ""'8.'2' 7.8 7.5 6.9 6.5 6.4 ""6.'6' 5.8 5.7 5.7 5.5 5.4 5.1 5.1 5.0 4.9 4.8 4.7 15.0 12.0 9.7 8.6 7.2 6.8 7-0 7.2 7.1 6.5 '■6.0' 5.9 6.1 9.4 7.5 7.3 "'7.1' 7.0 &3 7.8 8.0 14.1 "'i6."8" 18.9 18.8 21.7 2 22.2 23.3 22.9 3.. 2.2 4 2.3 5 2.3 6 2.3 7 19.1 ■18.0 17.6 15.9 15.8 8 2.3 9 2.3 10 23 11 2.2 12 2.2 13. 17.4 16 5 14.4 12.6 11.6 11. 2.7 J4 iS 16 17 2.8 2.9 2 7 18 19 26 2.5 20 21 22 9.4 8.7 8.3 &1 7.7 7.3 25 2.5 ■S3 _.: 24 25 26 "11.5' 10.9 12.5 11.6 10.3 ».2 14.3 22.4 26.1 2a2 29.6 31.9 "25.1" 19.0 3.1 29 3.0 3.2 27 7.0 6.8 6.6 6.4 7.3 3.0 28 ...,,... 29 . 30 81 26 26 3.1 Digitized by Microsoft® Conecuh River at Beck, Ala. 73 Daily gage height, in feet, of Conecuh River at Beck, Ala. — Continued. Day. 1909 1 .... ^ Jan. Fob. Mar. .\pr. May. June. July. Aug. S.!pt. Oct. Nov. Dec. 2.2 2.2 2.1 2.1 2.1 2.0 0.4 5.9 5.0 5.1 4.8 4.5 5.9 5.3 4.9 "i'V 4.2 4.2 4.6 6.8 7.7 "i'.'d 7.0 7.9 7.4. 6.8 6.4 "'h'i' 5.0 4.4 4.0 3.7 3.6 6.3 11.3 10.8 10.5 9.9 3.2 3.0 "'"2.9' 2.8 3.5 ■3.3 3.6 3.5 2.9 2.8 5.9 6.2 3.8 3.6 "io.o' '10.5 11.6 15.8 10.0 14.2 ■■"e.'7 6.2 5.0 4.3 3.9 3.7 13.0 "ii'o" 11.5 10.3 10.2 10.2 9.0 ■"■5.' 9' 5.0 4.4 4.1 3.9 3.7. '"i'.K 3.4 3.3 5.6 4.6 5.1 '"'4.' 9' 6.6 7.6 6.6 6.0 8.3 "ii" 3.1 2.9 2.8 2.6 2.6 '"3;2" 2.9 3.0 2.9 2.8 2.6 2.3 2.2 2.1 2.1 2.0 2.4 "'3.' 2 4.1 3.5 3.4 3.1 2.8 "2.1 0.7 7.1 10.0 19.8 22.9 ■25.' 3" 24.3 22.5 19.2 14.7 10.5 "'7.' 6' 6.6 7.7 8.3 8.3 9.1 9.4 10.6 10.6 10.5 9.5 9.1 "els" 6.0 6..0 1.9 1.9 1.9 1.6 3.4 2.4 2.2 2.9 3.0 4.4 "'6.' 6' 0.4 7.6 6.8 5.6 4.5 "i'S 2.9 5.9 4.6 6.5 5.6 "■■4." 6' 3.3 3.3 3.5 5.5 4.8 5.5 4.8 4.3 3.9 3.0 3.0 ■"3.0' 3.5 5.2 5.3 5.4 5.0 "'i'.i' 4.4 4.0 4.1 3.9 4.8 3.7 3.2 3.2 3.1 3.2 3.1 6.2 3.8 '"s.a f.l 7.1 0.5 4.4 9.5 5.2 4.3 3.6 3.2 '"i'.y 4.2 4.7 4.3 4.0 3.7 ■■i6.'2 10.9 11.7 13.6 10.6 6.9 ""3.'9' 3.9 3.9 3.9 4.9 4.0 "'i.'o' 5.1 4.8 4.5 5.1 5.8 3.8 3.8 3.3- 3.0 3.1 3.7 '■"is' 2.6 2.2 2.2 2.0 2.0 "',2.' 6' 2.8 4.6 4.4 4.1 3.8 5.4 4.2 ■""3; 7' 3.0 2.8 2.5 3.0 2.7 ■■'i'o' 3.0 2.6 2.5 2.3 2.2 ■"'s.'i' 2.8 2.3 2.3 ^.'2 2.1 "'i'.i' 1.8 1.7 2.1 1.9 1.9 2.1 "i'.'i 2.0 2.2 2.1 2.1 "'i'.i' 2.0 2.0 2.0 2.8 2.3 "2.1' 2.1 3.1 3.1 3.0 3.1 ■■■3.0" 2.6 2.3 2.1 1.9 1.9 "i'.V 1.6 1.6 1.5 1.5 1.5 1.7 1.7 1.6 1.6 1.6 1.7 "i.'s" 1.4 1.4 1.9 1.8 1.6 "'i.e' 1.6 1.6 1.6 1.0 1.7 1.6 2.0 2.9 1.9 1.7 1.6 "i'.y 1.6 1.6 1.5 1.5 .1.5 "i.ti" 1.5 1.6 1.0 1.5 1.5 ""i.'s' 1.7 1.6 1.7 1.7 "i'.y 1.7 1.8 2 3.0 2.0 3 2.1 2.8 2.8 2.8 2.4 2.4 2.4 1.8 5 6 2.1 7 8 2.3 2.8 6.5 7.3 7.3 8.3 7.1 7.4 8.5 8.5 9.1 9.2 9 ■. . 11.. 3.4 2.3 2.3 2.3 2.3 2.3 >3.0 13 5.6 n 19.1 17.8 15.3 14.0 13.5 14.0 15 3 14.8 13.2 12.7 12.0 4.1 4.0 17 2.5 2.5 2.6 2.5 2.4 2.4 19..., 21 3.7 "12.7 11.3 10.4 9.7 8.4 9.8 9.8 1,4.5 22.4 21.4 10. 5 in 2!;.::::::::::::: 2.3 2.3 2.3 2.3 2.2 2.2 27 29. • 9.0 . 7.0 6.5 9.8 10.7 10.7 9.8 8.6 3.2 2.9 1910 5.6 4.9 4.0 4.7 4.3 1.8 2.0 2.1 1.9 1.8 1.7 1.8 2.1 ""2!9' 2.'8 2.3 2.0 1.9 1.8 '"i'.'i 1.5 1.5 1.4 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.4 "i'.i' 1.3 1.8 2,3 2.2 2.3 "s.i 2.9 2.5 2.3 1.9 1.9 i.Y 1.7 1.6 ,1.6 1.5 1.5 "i'.'i . 1.4 1.4 1.4 2.2 1.7 ■"i;8' 1.8 1.7 1.6 1.5 1.5 '"i'.V 2.2 2.3 2.2 2.1 1.9 "'i'.k' 1.7 1.6 1.5 1.6 2.3 2.4 2.9 3.1 ■■■2!5' 2.3 "i'.i' 2.8 2.9 ^•1 2 2.8 3 2.7 2.6 2.6 2.6 3.1 2.9 5 2.3 2.6 3.9 3.7 3.6 3.4 4.0 5.3 7.6 7.1 6.7 6.2 0.2 5 9 2.2 8 11 3.2 3.1 2.9 2.7 2.7 2.6 14 4.9 4.7 4.7 4.4 8.7 7.5 5.2 5.0 4.7 4.5 4.3 4.1 2.2 23 17 2.5 2.5 2.5 2.4 3.4 3.0 "i'.i 2.5 21 6.4 "i6!2 13.7 10.8 10.1 3.8 3.8 -" 3.7 3.0 3.6 3.6 2.7 2.7 2.7 3.5 22 3.3 3.2 3.0 2.9 5.6 7.7 26 27 3.2 3.2 3.0 2.4 4.9 8.8 3.7 3.6 3.5 3.3 29 6.0 3.8 Digitized by Microsoft® 74 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Conecuh River at Bech, Ala. — Continued. Day. 1911 1 Jan. Fob. Mar. Apr." May. Jane. July. Aug. Sept. Oct. Nov. Dec. 3.1 3.0 3.0 3.1 2.9 2.8 2.8 2.7 3.3 "i'ss" 2.65 5.4 8.6 8.4 7.4 "i'.i" 9.6 13.9 14.2 13.5 11.5 "k'.i" 7.6 6.1 8.4 9.2 7.8 "6.6 5.6 5.1 4.5 4.4 4.3 13. r 11.9 11.3 11.4 10.3 8.7 "'7.'6' 6.3 0.1 .7.8 7.9 8.2 ...... 7.1 13.1 13.4 13.9 21.1 "si'.h' 31.1' 29.8 ^.6 2a6 28.6 "n.'o" 14.8 4.4 6.0 5.3 5.1 5.2 5.0 "i'.k" 4.0 3.45 3.05 2.85 2.7 . .^. . . . 2.35 2.25 2.2 2.1 2.25 ' 2.'95' 2.65 4.0 4.1 4.4 4.0 ' 3.0" 2.35 12.2' 10.9 11.5 10.4 10.5 11.5 10.6 9.2 8.3 8.0 "7.0' 6.5 5.9 5.5 . 5.1 ■1.9 "".i.'5" 4.n ■t.u 3.9 3.8 ""3.'6' 3.4 3.4 2.2 1.95 1.9 2.8 "■2.'2' 2.0 3.2 3.0 3.1- 2.9 "i'.V 2.6 2.4 2.0 1.8 2.2 "'2."8' 2.2 3.2 3.4 3.0 4.0 3.3 3.1 2.6 2.3 2.1 2.0 "i.e 1.5 1.5 l.S 2.2 3.3 2.5 1.4 1.4 " "i.'s" 1.5 1.6 1.8 1.9 3.0 2.1 1.9 1.6 1.6 1.5 "i.s' 1.4 1.4 1.5 1.6 1.5 "i.i' 1.4 1.3 1.3 1.2 1.1 "i'.s 2.3 2.2 2.2 2.2 ■■"i'o' 2.0 2.3 2.3 23 2.4 3.3 3.7 3.7 4.0 3.9 4.0 ■"i.'.V 4.4 . ■'1 4.'4 5 4.2 "'4.'9' "i.o" 1.0 .9 .9 .9 .8 "".'75" 1.3 1.4 1.6 1.6 1.5 1.4 1.7 1.7 l.S 1.5 1.5 "i's ■ 1.5 1.4 1.4 1.4 1.4 "1.4" -1.3 6.6 6.6 6.4 6.4 6.0 "'s's' 4.S 3.9- 3.4 3.2 3.0 "'s.i' 8.3 a? 5.2 6.2 9.7 8.9 7.7 7.2 6.7 6.1 5.9 '""4.9' 4.3 4.0 3.8 1.4 1.3 1.3 1.1 1.2 2.0 1.4 1.7 1.6 1.6 "i.T 1.7 1.6 1.6 1.6 1.6 "i'.i' l.S l.S 1.5 1.5 1.5 "'i'.'*' 3.2 2.3 2 5 2 2.6 3 9.2 8.8 8.2 7.6 7.4 4 2 2 5 1.85 3.25 3.05 2.7 2.75 "i'.ih' 1.85 1.7 1.55 1.4 1.75 " i.7 ■ 1.75 1.95 1.9 2.05 2.25 i.g 1.9 1.85 2.2 3.75 3.1 3.8 3.3 3.6 3.3 4.5 4.7 "'h'.o 4.5 3.9 3.6 4.9 4.3 ""4.'3' 3.9 3.0 3.3 3.1 3.0 "'i'.i' 2.6 2.5 2.5 2.4 2.5 2.1 2.0 1.9 1.7 "'i'.i' 2.6 2.5 2.2 2.0 2.2 ..„.. 4.2 3.1 3.4 4.1 4.0 'i'.k' 2.5 2.4 2.1 2.1 1.9 i.e" 4.2 5.6 5.7 2.1 2.0 1.9 1.9 1.9 6 .. 3.0 3.0 2.9 2.9 2.9 2.9 2.6 2.6 2.6 2.5 2.4 2.5 7 8 9 .. 6.9 6.4 5.6 5.1 4.7 4.3 3.9 3.7 3.6 3.5 3.4 5.4 10 11 1.8 1.8 1.7 1.7 1.7 1.8 12 13 3.5 4.4 4.4 4.3 4.2 3.9 2.4 2.3 2.4 2.4 2.3 2.3 14 15 10 17 18 .. 1.8 1.9 2.3 3.3 3.1 9.5 "■"6.7 6.4 6.2 5.8 5.7 5.3 19 20 5.5 4.4 2.5 2.3 2.5 3.0 2.7 2.7 ' io.2 6.5 .'1.8 4.0 3.6 14.1 13.3 "ib'.i' 8.8 lB.5 10.3 9.3 9.2 9.0 14.3 13 1 12.4 17.0 18.2. "zi's' 26.6 26.5 22.4 17.3 12.7 "i2.'4" 12.0 12.3 12.2 • 14.8 14.9 21 22 23 3.5 3.3 3.2 3.2 3.2 3.3 3.'2' 3.2 4.0 -3.7 3.5 "i'.i 3.0 10.3 11.8 16.4 "io.'g' 13.3 9.8 8.0 7.1 0.0 "'i'.b' 6.0 7.7 10.6 11.0 10.9 "io.'e' 16.0 17.0 "u.o 10.6 17.8 18.6 17.5 15.8 24 25 26 27 28 29 BO SI 1912 1 ■3.7 3.6 ■"i.'s' 3.4 4.3 18.3 15.7 14.7 10.9 11.5 12.5- 11.9 8.9 5.5 ■'■5.T 5.2 5.1 5.0 4.9 4.8 "'i'.i' 4.5 4.4 ....... 4.6 2 7.8 10.7 10.8 10.1 9.3 4.4 3 4.S 4 4.5 5 5.3 5.6 "V.b' 4.3 4.1 3.9 4.2 4.6 "i's' 3.3 3.3 3.2 3.0 3.3 ""3.'2' 3.2 3.1 2.8 2.6 2.4 ""i'i" 2.1 2.0 4.9 3.7 2.9 3.0 4.1 4.0 ■"■6.0' 6.3 5.9 4.6 3.5 3.2 "'3.'6' 3.7 5.0 4.7 4.9 5.0 4.0 4.0 4.0 4.2 4.2 3,1 7.5 6 8.0 7 8.2 8 10.3 15.4 11.9 13.0 10.8 9 7.6 10 7.4 ll 12 ...i ' 7.2 7.0 13 7.0. 6.4 10.0 .9.5 8.1 7.2 6.7 6.1 10 17 5.7 5.3 18 5.3 19 ' S.0 20 i... 4.9 21 4.8 22 , 23 ' 5.3 5.2 5.0 4.8 4.7 4.5 ■7."i 11.2 13.0 13.0 12.2 12.1 21 25 2b v.... .... 28 29 13.4 16.2 16.4 30 15.5 14.8 31 3.2 No discharge measurements were made in 1918. Digitized by Microsoft® Conecuh River at Beck, Ala. 75 Daily gage height, in feet, of Conecuh River at Beck, Ala. — Continued. Day. Jan. Feb. Mar. Apr. May. June! 1 July 1 Aug. 1 Sept. Oct. Nov. Dec. 1913 1 lb!? 9.6 8.9 7.9 7.5 7.1 6.7 6.4 6.2 6.6 6.5 6.3 6.2 6.1 6.0 e.o' 5.9 5.7 5.6 5.7 6.2 9.6~ 11.0 11.1 10.6 11.3 '3.5'" 4.6 4.7" 4.6 4.3 4.0 4.0 3.9 3.'7' 3.4 3.1 3.0 3.0 2.9 2.8" 2.8 2.8 2.7 2.6 3.0 3.6 4.0 4.0 3.9 3.7 3.8 13.2 13.3 13.2 12.7 12.2 12.0 12.9 "isT 11.4 9.7 9.0 8.3 8.1 "7.4" 7.3 7.0 6.7 6.4 13.B i'i.b" 12.8 12.1 12.2 11.8 10.2 ib.'s" 11.7 12.8 18.9 25.2 30.1 11.2 10.4 9.8 9.4 9.4 4.4 4.3 4.1 2.6 2.5 2.9 7.2 7.0 4.6 4.3 4.0 3.9 3.4 2.8 2 2.5 2.4 2.6 2.5 2.7 3.0 2.0 2.2 2.1 2.1 2.2 2.9 3 2.9 2.8 2.6 2.5 2.7 2.7 3.3 4.0 3.6 3.0 3.0 3.0 2.8 2.9 2.6 2.7 2.8 2.7 2.6 3.3 6 3.9 3.8 3.7 3.6 3.8 3.6 2.7 3.4 6 3.8 3.6 3.4 2.9 2.7 2.6 3.4 7 8.3 7.9 7.1 7.0 12.3 11.4 3.2 3.1 3.2 3.0 2.8 2.6 8 2.0 1.9 1.9 1.8 1.8 1.7 3.4 9 4.2 4.8 4.2 4.0 4.1 4.0 3.6 10 2.8 2.6 2.5 2.4 2.4 2.4 3.4 11 3.8 12 4.1 3.9 3.7 3.5 3.7 4.9 3.9 13 . 2.6 2.4 2.3 2.2 2.0 2.1 4.0 9.2 8.4 8.0 7.7 7.2 6.6 2.9 2.8 2.7 2.6 2.6 2.5 15 5.4 9.2 8.4 8.0 7.6 6.0 3.2 16 3.4 3.0 2.8 2.6 2.6 2.5 3.2 17 2.3 2.3 2.4 2.5 2.6 2.6 8.3 18 2.4 2.3 2.2 2.0 1.9 1.8 3.4 19 39.2 36.3 32.4 26.5 "is.'f 19.2 15.8 15.4 14.3 13.7 ii'.s" "7.1" 7.0 6.7 6.8 6.7 6.6 ...„..-. 6.8 5.6 5.6 5.7 5.4 5.6 6.4 8.6 6.4 6.2 6.1 "b.s" 5.1 5.0 4.7 4.5 4.4 m 4.2 3.7 3.8 3.6 3.3 3.9 3.9 3.4 20 3.4 3.2 3.6 •3.8 4.1 4.0 3.4 21 5.8 5.3 6.2 5.0 4.8 6.1 2.6 7.6 6.5 6.6 8.9 8.1 22 4.8 3.7 3.4 3.2 3.0 2.7 3.3 9.6 7.8 7.2 7.0 11.6 2.4 2.5 2.4 2.3 2.1 2.2 3.4 24 2.6 2.5 2.4 3.4 1.8 1.8 1.7 1.9 1.9 1.8 1.4 3.6 3.3 3.0 2.9 3.6 3.9 3.8 3.6 3.5 3.4 5.5 6.2 6.6 3.6 28 4.9 4.8 4.6 7.5 7.7 7.6 7.4 1.5 1.4 1.3 2.4 2.3 29 2.4 2.4 3.8 3.6 3.4 3.0 2.9 3.6 2.8 3.6 2.7 3.6 3.5 3.6 1914 2 4.0 4.1 4.2 4.0 4.6 6.0 "e'f 7.8 7.6 7.4 7.6 7.8 7.6 7.4 7.2 6.9 6.8 6.6 4.2 4.0 4.0 3.9 1.4 1.4 1.5 1.4 1.4 1.6 5.8 2.6 2.5 2.4 2.3 2.2 2.2 5.9 3 1.5 1.7 1.9 1.8 1.8 2.1 5.8 3.0 3.0 2.9 2.8 3.0 3.0 6.0 5 6.3 6.2 5.8 6.6 5.5 5.4 6.1 3.8 3.5 3.4 3.8 4.0 3.9 1.4 1.3 2.0 2.1 2.0 1.4 7 _ 8 „. 9 3.0 3.0 2.8 2.5 3.0 3.1 5.8 2.1 2.4 2.6 2.3 2.0 1.8 £.5 2.6 2.7 2.8 2.9 3.0 3.2 5.4 10 _.. 11 2.7 2.8 2.9 2.8 2.8 2.8 6.2 4.1 3.5 3.0 2.9 2.8 2.6 6.0 12 — 4.6 3.5 3.4 3.4 3.6 3.8 4.8 4.0 4.2 6.2 6.0 6.6 5.6 1.2 1.3 1.4 2.0 1.4 1.3 14 2.0 1.9 1.8 1.8 2.6 2.8 6.1 IK 1.5 1.4 1.4 1.9 1.5 1.4 4.9 3.6 3.8 3.9 4.0 3.9 3.8 4.8 17....„ 3.0 3.1 3.2 4.0 3.6 4.1 4.8 2.1 2.0 1.8 1.8 1.6 1.6 1.5 1.4 1.4 4.8 19 4.3 4.4 4.3 4.2 4.0 3.8 4.8 6.3 6.0 6.5 6.0 4.8 4.4 ...„.„. 3.4 1.1 1.1 1.2 1.2 1.1 1.1 21 _ 2.5 2.3 2.4 4.4 5.7 6.6 4.3 1.6 1.6 1.6 1.6 1.5 1.4 4.0 3.4 3.3" 3.2 3.9 24 6.3 6.2 6.6 6.6 6.8 4.2 4.0 3.8 3.6 3.7 3.8 3.0 3.8 3.5 3.5 3.4 3.2 3.1 3.0 2.8 3.8 i'.o 1.1 ;ofei 1.4 3.0 3.2 27 — 28 — 5.0 4.8 6.4 4.0 lioix) 6.0 29 _ 30 - 31....- — 4.3 5.4 76 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Conecuh River at Beck, Ala., for 1915. Day. Jan. Feb. Mar. Apr. May. June July. Aug.. 1 Sept. 1916 1 .._ "e.2." "e.r 6.3 6.6 7.0 6.8 6.7 6.6 7.0 7.1 6.8 6.6 6.4 10.4 14.0 13.6 13.0 13.3 14.6 IB.i" 16.4 14.6 12.0 11.0 10.6 10.0 10.6 11.0 10.4 9.8 9.8 "gX 9.6 9.3 9.2 8.8 8.6 ...„._.. 8.4 8.6 8.6 8.4 8.3 8.0 8.6 8.4 8.2 8.1 8.4 8.3 8.2 8.0 16.6 16.0 "uT 11.6 11.8 11.6 11.4 11.1 'io.b" 9.0 8.6 8.0 7.4 7.0 6.6 6.1 6.0 6.8 6.4 6.2 6.0 4.9 7.0 7.2 7.3 7.0 2.6 "2"4~ 2.3 2.4 2.6 2.6 14.4 14.0 12.0 11.3 10.0 9.6 8.0 3.6 3.4 3.4 3.3 3.4 ...„.„. 3.2 3.0 2.8 2.6 2.6 2.4 2.2 2.3 2.4 2.2 2.2 2.1 2.0 1.9 1.8 2.0 2.1 3.2 3.0 3.6 3.1 3.0 3.0 4.0 4.2 4.6 4.8 4.8 2 2 8 _ 1.3 1.3 S.7 8.0 2.7 2.2 ...„._ 2.0 2.1 2.2 2.2 2.4 2.4 2.6 2.4 2.3 2.4 2.6 3.2 3.0 2.9 2.8 2.6 2.6 "273~ 2.2 1.9 1.8 4 _ 6 _ _ _ 6.6 6.3 6.1 6.8 6.6 6.6 6.0 4.6 4.6 4.4 4.S 4.2 7 _ _ _ "b'6 8 9 S.8 6.8 10 _ _ 11 6.6 64 12 IS _ 4.7 6.7 4.3 3.8 3.4 3.0 2.8 2.6 3.0 2.8 2.6 2.2 1.6 1.6 1.6 1.4 1.7 1.4 4.3 14 S.0 IB .._ _ 2.8 2.6 17 6.6 6.4 5.0 4.4 3.9 3.6 "sio" 2.9 2.8 2.6 2.6 2.4 2.6 18 . . „ _.. . 2.6 19 ... _._ _ 20 4.0 3.8 3.8 3.6 3.6 3.4 3.0 2.9 2.8 2.8 2.6 2.4 21 _. _ 22 .-. 2.4 2.2 28 24 _ , 2.8 1.9 2B 26- 1.7 27._ _ - 1.S 28._ 1.4 29 80 __ 1.4 2.0 31 _ Note. — ^At present all stream flow computations by the United States Geolo^cal Survey are prepared for the climatic year ending September 30. The year 1916 will begin with October 1» 1915, thus including three months of 1915. Digitized by Microsoft© Conecuh Rwer at Beck, Ala. 77 Rating table for Conecuh River at Beolc, Ala., for 1904, 1905 and 1906. Caere Dis- Gage Dis- Gage Dis- Gage Dis- height. chai-se. height. charge. height. charge. height. charge. Feet. Sec-feet. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-ft. 0.70 187 2.30 470 3.80 1,066 5.60 1,970 0.80 197 2.40 600 3.90 1,110 5.80 2,080 0.90 208 2.60 630 4.00 1,666 6.00 2,190 1.00 220 2.60 665 4.10 1,200 6.20 2,316 1.10 233 2.70 600 4.20 1,246 6.40 2,445 1.20 247 2.80 640 4.80 1,290 6.60 2,576 1.30 262 2.90 680 4.40 1,340 6.80 2,706 1.40 278 3.00 720 4.60 1,390 7.00 2,840 l.BO 296 8.10 760 4.60 1,440 8.00 3,660 1.60 313 3.20 800 4.70 1,490 9.00 4,360 1.70 332 8.30 840 4.80 1,640 10.00 6,200 1.80 362 3.40 886 4.90 1,690 11.00 6,100 1.90 373 3.60 930 6.00 1,640 12.00 7,060 2.00 396 8.60 976 6.20 1,760 13.00 8,000 2.10 418 3.70 1,020 6.40 1,860 14.00 9,000 2.20 443 The above table is based on discharge measurements made during 1904-6. It is well defined between gage heights 1.2 feet and 6 feet. Above 6 feet the table is uncertain; High-water estimates are rough approximations. Rating table for Conecuh River at BecTc^ Ala.^ for 1907 and 1908. Gage height. Dis- charge. Qaee height. Dl8> Charge. Gage height. Dis- charge. Gage height. Dls. charge. Feel. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. 1.60 300 3.60 ■ 920 5.80 2,030 15.00 7,090 1.70 325 3.60 960 6.00 2,140 16.00 7,«4n 1.-80 350 3.70 1,000 0.20 2,260 17.00 8,190 I.OO 376 3.80 1,045 6.40 2,360 18.00 8,740 2.00 400 3.90 1,000 0.60 2,470 19.00 9,290 2.10 . 2.20 430 4.00 1,135 6.80 2,580 20.00 9,810 460 4.10 1,180 7.00 2,690 21.00 10,390 2.30 -490 4.20 1,225 7.20 2,800 22.00 10,940 3.40 620 4.30 1,270 7.40 2,910 23.00 11,490 2.50 560 4.40 ■ 1,320 7.60 3,020 24.00 12, WO 2.60 585 4.50 1,370 7.80 3,130 25.00 12,590 2.70 620 4.60 1,420 8.00 3,240 26.00 13,140 2.80 655 4.70 1,470 9.00 3,790 27.00 13,690 2.90 690 4.80 1,520 10.00 4,340 28.00 14,240 3.00 725 4.90 1,570 11.00 4,890 29.00 14,790 3.10 760 5.00 1,620 12.00 5,440 30.00 15,340 3.20 iiOO 6.20 1,720 13.00 5,990 31.00 15,890 3.30. 840 5.40 1,820 14.00 6,540 32.00 10,440 3.40 880 5.60 1,920 Note. — The above table is not applicable for obstructed-channel conditions. It is based on 18 discharge measurements made during 1904-1908 and is well defined betwten gage keights 1.2 feet and 16 feet. Digitized by Microsoft® 78 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Conecuh River at Beck, Ala. — Continued. Day. 1909 4 Jan. Feb. Mar. i Apr. May. June. July. Aug. Sept. Oct. Nov. Dec 727 094 eea 630. 630 630 510 510 510 510 482 482 482 482 4S2 510 538 538 568 538 510 510 496 482 482 482 482 456 456 4.'i6 585 585 585 554 554 554 720 650 704 767 720 564 539 624 524 524 496 834 684 740 795 757 684 650 1,830 2,970 2,510 2,050 456 456 430 430 430 568 525 482' 630 2,320 2.750 2.7SO 3.300 6.340 7,390 9,430 8,090 7,260 6.860 6,240 6,090 5,940 6,780 4,980 4,470 4.080 3.350 2,810 1.830 1,490 1,350 1,400 1,210 1.120 1,040 965 914 834 1,060 1,680 1,580 1,490 1,400 1,400 1,260 3,520 2,860 2,560 2,270 3,320 4,360 6,350 4,700 4,310 3,840 3,580 2.270 2.000 1,830 1,590 1,440 1.300 1,910 2,640 2,810 3,410 3,410 3,750 3,800 5,160 0,520 7.260 6,980 6.0(» 5,780 5,380 4,760 4,140 4,140 6.800 11,300 10,700 7.940 5.820 3.690 2.910 2.320 4,140 4,640 4,640 4,140 3,470 3,190 2,910 2,640 2,430 2,160 2,160 2,000 1«820 1,640 1,540 1,400 1,300 1,210 1.120 1,060 096 996 955 914 914 914 934 955 914 874 . 795 2,000 1,680 1.490 1.380 1.260 1.170 1,170 1.350 2.480 2.970 2.670 2.370 2.590 3.080 2.810 2,480 2,2i70 2,050 1,830 1,540 1.260 1,080 959 919 1,560 2,210 4,980 ■f.700 4.530 4.190 757 684 667 660 B17 874 795 914 874 762 650 617 2,000 1.640 996 914 2,580 4,250 4,530 5,150 7,650 7,660 6,630 4,530 2,430 2,160 1,640 1,210 1,040 955 5,950 5.950 5.950 6.100 4,420 4,360 4.360 3.690 2.840 2.000 1.540 1.260 1.130 1,040 959 919 879 839 801 1,830 1,350 1,690 1,540 1,490 2,370 2.910 2.370 2,050 3.300 3.010 2.720 875 795 720 650 617 554 664 656 767 660 684 650 617 554 512 469 443 418 418 395 496 626 757 1,120 874 834 720 617 551 484 418 2.430 2,640 4.250 9.830 11,600 12,300 13,000 12.400 11,400 9,480 6,920 4,530 3.560 2,590 2,370 2,970 3,300 3,300 3,750 3,830 3,910 4,590 4,590 4.530 3,970 3,750 3.040 2, .320 2,050 2,060 373 373 373 313 674 834 496 443 660 684 1,260 1,820 2,370 2.270 2,910 2,480 1,830 1,300 1,050 795 660 2,000 1,350 2,320 1,830 1,460 1,080 795 795 874 1,780 1,440 1,780 1,670 1,650 1,440 1,210 1,040 919 Sis 919 919 879 1,640 1,«S0 1,730 1,540 1,420 1,300 1,260 1,350 1,130 1,040 1,440 1,200 969 764 764 728 764 728 2,160 996 1,860 2,720 3,680 3,680 2,690 2,640 2,320 1,790 1,260 3,970 1,640 1,210 914 ■ 757 757 757 1,170 1,400 1,210 1,080 955 2.660 4,360 4,750 6,210 6,290 4,590 2,640 1,940 8S4 1,040 1,040 1,040 1,040 1,490 1,080 1,080 1,080 1,590 1.440 1,300 1,590 1,940 1,470 1.000 1,000 801 694 728 959 794 630 568 456 456 404 404 404 404 630 1,350 1,260 1,120 996 1,730 1,170 1,060 965 684 617 524 684 585 634 684 684 554 524 469 443 638 834 617 469 469 443 418 396 373 362 332 430 380 380 430 430 430 430 568 456 430 430 405 380 404 404 404 630 482 466 430 430 728 728 694 728 711 694 668 482 430 352 395 418 403 388 373 352 332 352 418 534 650 017 469 395 373 352 324 296 295 295 278 278 295 286 278 278 278 278 278 380 380 358 335 316 315 295 295 295 315 335 335 315 316 315 335 315 295 277 277 380 357 315 315 315 315 316 315 315 335 325 278 270 262 262 362 469 443 460 613 757 650 524 469 373 373 352 332 332 313 313 295 296 286 278 278 278 ■278 443 332 315 404 662 380 336 316 325 336 315 316 295 295 295 305 315 295 315 315 295 295 328 357 335 315 325 335 336 335 33S 335 352 332 313 295 285 356 418 443 469 443 418 373 362 352 332 313 296 313 469 482 496. 660 720 622 524 469 672 874 617 660 357 404 430 357 6 304 8 7 8 430 698 598 10 11... 12.... 728 694 1.120 13 . 1,540 14.". 1,080 J5 1,130 16. 1.080 17 1,040 18 879 19 879 20. 87S 21 959 22 . ... 959 23 879 24 25 879 958 26 899 27 83S 28 , 839 29 30 31 764 694 662 1910 1 . 720 2 617 3 624 4 496 6 469 654 443 8 524 9 554 10 685 11 540 12 496 13 ;.... 496 14 16 16 496 469 443 17 469 18 632 19 796 20 524 21 585 22 23 585 24. 26 28 27. 874 816 767' 28 29 684 617 30 31 '996 NoTX.— These discharges were olftained from a rating curve which is fairly well dohnod below 7,000 second-IeeU Discharges Interpolated for days when gage was not read. Digitized by Microsoft© Conecuh River at Beck, Ala. 79 Daily discharge, in second-feet, of Conecuh River at Beck, Ala. Dbj. 1911 Jan. 1,930 2,870 3,800 3,580 3,240 2,910 2,810 2,680 2,540 2,270 1,830 1,590 1,400 1,210 1,120 1,040 955 914 874 834 834 854 874 795 757 757 757 795 776 757 757 2.670 3,020 4.640 4,700 4,310 3,860 4,760 6,660 7,830 7,320 7,030 5,950 4,700 4,480 4,260 3,970 3,190 2,700 2,430 2,100 1,890 1,680 1,640 1,640 1,440 1,400 1,300 3,740 6,180 7,770 7,890 Feb. 720 684 684 720 702 684 684 650 650 650 650 762 874 1,260 1,260 1,210 1,170 1,040 1,410 1,780 1,260 1,170 1,080 9.^ 874 797 720 684 7,830 6,980 7,890 8,030 8,170 6,120 4,140 3,130 2,640 2,370 2,460 2,640 2,370 2,970 4,590 4,810 4,760 4,670 4,690 7,660 8,230 7,940 7,660 8,000 8,690 9,140 8,520 7,650 7,060 Mar. 650 617 617 585 570 554 554 554 524 496 524 510 496 469 496 496 469 469 496 524 469 524 684 585 585 2,470 4,360 2,320 1,440 1,080 914 6,580 6,120 6,240 4,360 3,680 4,630 4,420 3,860 3,800 3,740 3,690 6,690 6,010 5,610 8,230 8,910 10,200 11,400 13,700 13,600 11,300 8,400 6,880 6,740 6,610 6,380 5,550 5,490 6,980 7,030 6,520 Apr. 79S 714 634 570 1,730 3,470 3,350 2,810 3,420 4,030 4,030 6,460 6,630 6,240 5,100 4,280 3,470 2,860 2,100 3,350 3,800 3,020 2,540 2,050 1,830 1,590 1,300 1,260 1,210 1,240 6,010 6,820 4,980 5,040 4,420 3,520 3,060 2,590 2,210 2,100 3,020 3,080 3,240 3,100 2,970 2,640 6,010 6,180 6,460 10,600 13,600 16,600 16,300 15,500 15,400 14,800 14,800 11,600 8,230 6,800 May. 1,260 2,050 1,680 1,990 1,640 1,540 1,490 1,440 1,080 854 702 634 585 640 496 482 456 443 418 456 562 667 570 1,080 1,120 1,260 1,350 1,020 684 583 482 5,490 4,760 5,100 4,470 4,600 4,630 6,100 4,690 3,800 3,300 3,130 2,860 2,590 2,320 2,000 1,780 1,590 1,490 1,400 1,300 1,210 1,120 1,080 1,040 996 965 914 834 834 796 757 443 384 373 368 362 776 702 585 601 524 454 384 362 332 304 278 342 337 332 342 384 373 406 456 414 373 373 362 443 976 720 868 996 795 914 795 1,300 1,400 1,470 1,540 1,300 1,040 914 1,490 1,210 1,210 1,210 1,040 914 796 720 684 634 585 554 624 624 496 624 847 July. 617 530 443 430 418 395 373 332 375 418 554 524 443 395 443 922 1,400 1,170 720 834 1,120 1,080 848 617 S24 496 418 413 373 343 313 1,170 1,830 1,890 1,780 1,680 1,830 1,590 1,350 1,210 1,120 1,040 1,170 1,360 1,170 996 795 796 767 684 795 776 757 767 720 617 664 496 470 443 418 395 Aug. 395 757 684 720 650 618 585 554 496 395 352 443 530 617 443 757 834 684 1,080 938 795 720 654 395 354 313 295 295 295 443 796 624 1,010 1,490 956 660 684 1,120 1,080 1,560 2,050 2,210 2,000 1,350 874 757 720 684 956 1,540 1,400 1,490 1,640 1,310 1,080 1,080 1,080 1,170 1,170 720 Sept. 278 278 284 290 295 295 313 352 373 528 684 418 ^73 313 313 295 278 262 278 278 29*5 313 295 286 278. 278 262 262 247 233 Oct. 226 220 220 208 208 208 197 194 192 262 278 313 313 295 286 27S 332 332 295 295 295 295 295 295 278 278 278 278 278 278 262 Nov. 656 2,370 689 2,370 624 2,270 469 2,270 443 2,060 443 1,920 443 1,780 419 1,300 396 1,040 395 834 469 767 469 684 469 2,160 496 3,630 646 3,300 795 2,430 955 1,640 955 1,640 1,080 4,080 1,040 3,860 1,080 3,630 1,140 2,970 1,210 2,700 1,260 2,430 1,120 2,270 1,260 2,000 1,640 1,750 1,170 1,490 1,330 1,210 1,490 1,080 996 278 262 262 233 240 247 395 278 332 313 313 322 332 332 313 313 313 313 313 313 295 295 295 295 295 286 278 757 469 496 956 914 894 874 834 1,210 8,970 7,490 6,920 6,840 4,760 6,100 6,660 6,320 3,630 1,780 1,730 1,680 1,640 1,590 1,640 1,490 1,440 1,400 1,350 1,300 1,260 1,260 1,260 1,350 Discharge interpolated for days when gage was not read. Note.— Daily discharge ccB'^^8d>'by>- MfStl@S@ii®i&irly well defined below 7,000 second-feet. 80 Water Powers of Aldbama; Second Report. Daily discharge, in second-feet, of Conecuh River at BecTe, Ala., for 1913. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dee. Mia 2.'.'.'.'.'.'.'. 3 4 6 6 7 8 ■9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 25 27 28 29 30 31 5,810 4,640 4,090 3,S30 3,360 3,080 2,860 2,640 2,430 2,270 2,160 2,260 2,370 2,320 2,210 2,160 2,100 2,050 2,050 2,050 2,000 1,890 1,830 1,890 2,160 3,100 4,030 4,810 4,870 4,590 4,980 6,200 6,120 6,060 5,880 5,490 5,380 5 890 6,500 6,290 5,040 4,080 3,690 3,300 3,190 3,000 2,810 2,760 2,590 2,430 2,270 4,000 6,000 4,030 3,020 2,700 2,590 5,150. 6,240 7; 000 6,520 5,840 5,440 5,490 5,270 4,360 4,680 4,700 5,210 5,840 9,310 12,900 15,700 18,500 21,000 26,000 20,900 18,700 17,000 13,600 12,600 11,600 9,480 7,550 7,320 6,690 6,350 5,810 6,270 4,920 4,470 4,140 3,910 3,910 3,600 3,300 3,080 2,640 2,590 5,550 5,040 4,420 3,800 3,350 3,130 2,970 2,700 2,370 2,160 1,940 1,680 1,640 1,640 1,440 1,590 1,540 1,490 1,440 1,350 1,260 1,210 1,120 1,080 1,040 996 955 914 996 874 997 1,120 1,040 955 874 755 1,490 1,220 965 996 914 795 1,010 1,040 957' 874 796 684 650 618 585 554 524 496 524 624 585 684 927 1,170 1,440 1.170 1)080 1,120 1,080 957 834 684 617 654 624 624 610 406 624 469 418 443 530 017 554 524 050 618 585 671 757 720 757 684 617 654 603 650 617 585 554 554 624 639 ■ 554 2,910 2,320 2,370 3,190 3,020 2,860 2,970 2,910 2,810 2,700 2,590 1,840 1,080 914 684 684 684 617 634 660 664 585 017 586 554 525 496 409 443 396 3.3 352 352 352 352 332 3W 373 352 366 380 395 443 418 418 443 419 395 373 373 362 362 332 1,030 ■1,730 3,800 3,350 3,130 2,910 1,640 1,490 1,440 S55 834 757 684 585. 540 496 406 1,300 1,210 1,080 1,040 1,020 900 914 834 650 586 654 639 624 490 469 443 396 418 626 834 757 914 996 1,120 1,080 1,060 1,040 996 914 874 834 834 742 650 817 554 524 585 585 601 617 664 524 496 496 496 482 409 469 496 524 624 654 654 554 524 496 496 496 4S9 543 617 660 795 795 834 874 834 1,040 1,080 918 757 757 795 834 834 834 814 795 834 834 874 914 914 914 914 914 914 Note. — Daily discharge determined from a rating curve well defined below 7,000 second-feet. For days when the gage was not read diicharge was estimated from a hydrograpb comparison with the flow of Pea River at Pera, Ala., or interpolated. As no measurements have been made since 1911, estimates of daily discbarge should be used with caution. Monthly discharge of Gonecuh River at Beck, Ala., for 1904 0",920 2,070 6,310 6,830 5,270 4,240 3,810 1,070 993 613 495 383 574 .589 2,600 1.19 .930 2.42 2:23 2.55 .572 .853 1.43 .675 .645 1.26 4.69 1.60 4.89 5.29 4.09 3.29 2.95 .829 .770 .475 .381 ,297 .44.5 .4.57 2.01 4,56 530 0.411 430 3,720 2.88 1,300 4,510 3.50 919 2,230 1.73 801 2,600 2.02 2,050 5,360 4.16 728 1,220 .946 404 950 .736 380 499 .387 295 323 .250 295 335 .260 357 792 .614 295 1,920 1.49 2.63 1.82 8.24 1.33 1.13 .39 1.27 .64 1.46 3.36 .84 .86 18.96 1.37 .97 2.79 2.49 2.94 .64 .98 1.65 .75 .63 1.41 .5.29 21.91 -) .5.64 5.70 4.72 3.67 3.40 .92 .89 .45. .43- .34 .50 .63 27.29 0.47 3.00 4.04 1.93 2.33 4.64 1.09 85 .43 .29 .29 .71 20.07 Note. — Discharge is interpolated for days when gage height was not recorded. Digitized by Microsoft® 82 Water Powers of Alabama; Second Report. Monthly discharge of Conecuh River at Beok, Ala. — Continued. [Drainage area, 1,290 square miles.] Discharge in second-feet. 1 Run-off (depth in Month. Maximum. Minimum. Mean. Per square mile. inches on drainage area. 1910 2,970 6,350 4,640 7,660 1,120 2,910 6,290 1,730 650 757 874 1,260 496 834 796 617 396 313 767 332 278 262 295 443 853 2,280 1,930 2,220 629 1,210 2,380 712 364 376 457 626 0.661 1.77 1.60 1.72 .488 .938 1.84 .552 .282 .291 .364 .484 0.76 1.84 March 1.73 April jlay - 1.92 .66 1.06 July 2.12 .64 .31 .34 .40 .66 The year 7,660 3,800 1,780 4,360 6,630 2,060 976 1,400 1,080 684. 332 767 3,970 262 767 650 469 570 418 278 313 295 233 192 233 332 1,160 1,580 921 842 2,860 942 438 590 662 318 267 326 1,000 .899 1.22 .714 .653 2.22 .730 .340 .457 .436 .247 .207 .253 .775 12.23 1911 1.41 .74 March .75 April 2.48 May .84 .88 July .53 .60 .28 .24 .28 .89 6,630 7,890 9,140 13,700 16,600 5,490 1,540 1,890 2,210 1,640 4,080 8,970 7.380 192 1,300 2,370 3,580 2,100 767 496 395 443 395 684 834 1,260 887 4,060 5,910 6,710 7,340 2,470 933 1-,010 1,140 826 2,090 2,710 3,170 .688 3.15 4.58 5.20 5.69 1.91 .723 .783 .884 .640 1.62 2.10 2.46 9.32 1912 3.63 4.94 6.00 April 6.36 May 2.20 .81 July .'. .90 1.02 .71 1.87 2.34 2.84 The year 16,600 5,810 6,500 26,000 5,560 1,490 1,440 3,630 2,700 8,800 1,300 834 1,080 395 1,830 2,270 4,360 1,350 685 418 524 332 332 396 469 617 8,190 2,990 4,380 10,100 2,920 968 702 1,360 706 1,030 823 661 861 2.47 2.32 3.40 7.83 2.26 .760 .644 1.05 .647 .798 .638 .427 .660 33.61 1913 2.6S 3.64 March _ 9.03 2.52 May .8e .61 July 1.21 .63 .89 .74 .48 .76 The year 26,000 332 2,270 .176 23.95 Digitized by Microsoft® Mobile Ri ver Drainage Basin. 83 Mobile River Drainage Basin, description. The Mobile River system drains about two-thirds of the State of Alabama and large areas in Georgia and Mississippi. Its basin is triangular in shape and is nearly 300 miles wide near the head- waters in Georgia, Alabama, and Mississippi. It is designated the Mobile basin because its waters enter the Gulf of Mexico through .Mobile River, which is formed by the union of Alabama and Tom- bigbee rivers at a point near the coast. The main stream of Alabama River branch has many names. Be- ginning at the headwaters it is Cartecay River, which with Ellijay River makes the Coosawattee. This with Connasauga River forms Oostanaula River, and at Rome, Ga., the Oostanaula and the Eto- wah rivers unite to form Coosa River. Six miles above Montgom- ery, Ala., Tallapoosa River joins the Coosa and forms Alabama River. Cahaba River is a tributary of the Alabama and joins it about 10 miles below Selma. Hillabee Creek flows into Tallapoosa River just above Sturdevant. Talladega and Choccolocco creeks are tributaries of the Coosa. Tombigbee River rises in the northeastern part of Mississippi and enters Alabama in Pickens County. Its principal tributary is the Black Warrior, which is formed by the junction of Mulberry Fork and Sipsey Fork. Locust Fork enters the Black Warrior some dis- tance below the junction. The mean annual rainfall is about 50 inches. Coosa and Tallapoosa rivers and their tributaries are important water-power streams, and offer many exceptionally good locations for development. The following gaging stations in Alabama, or being related to Alabama water powers, have been maintained in this river basin : Coosa River, Rome, Ga., 1897-1903. Coosa River, Riverside, Ala., 1896-1915. Alabama River, Selma, Ala., 1900-1913. Choccolocco Creek at Jenifer, Ala., 1903-1908. Talladega Creek at Nottingham, Ala., 1900-1904. Tallapoosa River at Sturdevant, Ala., 1900-1915. Tallapoosa River near Susanna, Ala., 1900-1901. Tallapoosa River at Milstead, Ala., 1897-1901. Little Tallapoosa River, near Wedowee, Ala., 1913-1914. Hillabee Creek near Alexander City, Ala., 1900-1903. Big Sandy Creek near Dadeville, Ala., 1900-1901. Cahaba River at Centerville, Ala., 1901-1908. Tombigbee River at Columbus, Miss., 1905-1912. Tombigbee River aP#^'^ii^.f^'r(R?-?fg. Si Water Powers of Alabama; Second Report. Black Warrior River near Cordova, Ala., 1900-1913. Black Warrior River near Coal, Ala., 1908-1910. Black Warrior River at Tuscaloosa, Ala., 1889-1905. Clear Creek near Elk, Ala., 1904-5. Locust Fork of Black Warrior River at Pales, Ala., 1901-1905. Village Creek near Mulga, Ala., 1909. Camp Branch near Ensley, Ala., 1908-1910. Venison Branch near Mulga, Ala., 1908-1909. COOSA RIVER AT ROMB, GA. Location.- — Oostanaula and Etowah rivers unite at Rome, Ga., to make Coosa River. These two rivers are measured separately and the gage is on Oostanaula River at the Fifth Avenue bridge, a short distance above the junction. Records available. — January 1, 1897, to December 31, 1903. Drainage area. — 4,006 square miles. Gage. — Vertical staff attached to bridge pier. The datum has not been changed. Channel. — In two parts. Etowah and Oostanaula rivers above junction. Discharge measurements. — Made from Second Avenue bridge on Etowah River and Fifth Avenue Bridge on Oostanaula River. Artificial control. — None. Accuracy. — The gage probably does not correctly indicate the flow of Coosa river at times of unequal stage in Etowah River and Oostanaula River, and for this reason the accuracy was not thought to be sufficiently good to continue this station. Discharge measurements of Coosa River at Rome, 6a. ■ Date. 1896 September 29 1897 May 7 October 5 1898 May 11 , September 17 October 11 ... October 22 ... November 30 1899 January 25 . January 25 .. May 19 June 16 August 4 October 13 ... 1900 February 21 May 19 Gage heig:ht. Feet. 0.20 2.76 .15 1.90 2.60 6.05 4.10 3.90 8.80 3.60 2.75 2.40 1.45 .60 DJait 4.8V 2.30 Dis- charge. Sec.-feet. 1,209 4,646 990 2,946 3,913 8,324 6,489 6,039 6,640 5,932 4,394 3,362 2,836 1,769 zed by 8,115 4,496 Date. 1900 September 13 December 8 ... 1901 January 23 ... April 6 June 22 October 15 1902 June 24 _ October 8 November 8 . 1908 March 14 June 5 July 1 /vH/orai&Qf®":".": September 4 November 28 Gage height. Feet 0.90 S.73 3.60 9.90 3.70 3.16 l.SO .80 1.10 9.70 12.65 2.80 2.70 2.86 .90 .76 Dis- charge. Sec.-feet^ 1,992 6,06S 6,454 16,692 6,030 5,388. 2,483 1,800 2,382 16,14& 26,068 6,306 4,653 4,403 2,211 1.892 Ooosa Rwer at Rome, Ga. 85 Daily gage height, in feet, of Ooosa River at Rome, Ga. bay.. Jan. Feb. Mar, Apr. May. June. July. Aug. Sept. Oct. Kov. Deo. 1897. 1 1,0 1.0 1.0 1.0 1.0 1.3 1.1 1.1 1.0 1.0 .9 .9 .9 2.8 6.2 5.0 3.6 3.9- 6.0 '3.6 8.7 9.5 6.7 4.0 3.5 3.0 2.5 2.5 2.5 . 2,3 2.2 2.8 9.7 11.5 9.6 8.2 5.2 5.0 4.3 6.0 4:4 4.5 7.4 8.7 7.2 6.5 4.5 4.0 3.7 3.4 3.0 4.0 3.9 5.6 11.7 8.6 6.7 4.7 3.5 3.3 3.2 3.1 3.3 3.5 7.6- 19.7 18.9 16.4 13.5 12.0 11.6 18.6 21.3 23.8 23.4 22.6 21.4 19.7 18.9 17.7 16.3 13.7 12.9 9.1 6.0 5.2 4.8 4.6 4.2 4.0 7.1 7.5 8.2 9.4 14,8 18.9 17 14.7 12.1 9.6 7.2 6.2 5.8 5.0 6.0 7.4 7.0 6.0 4.5 4.0 3.8 3.7 3.5 3.6 3.6 3.5 3.4 3.4 3.4 3.2 4.1 4.0 8.6 3.3 3.0 .3.0 3.0 2.8 2.6 2.6 2.6 3.0 3.4 4.0 6.0 4.0 3.3 2.8 2.7 2.6 2.6 2.4 2.4 2.4 2.3 2.2 2.1 2.0 2.0 1.9 1.9 1.8 2.3 2.0 3.0 2.4 2.0' 2.0 2.0 2.0 1.9 1.9 1.9 l.S 1.7 1.7 2.0 2.8 2.3 2.0 1.8 1.6 1.6 1.5 1.4 1.3 1.2 1.2 1.0 1.1 2.0 1.7. .1.9 1.0 .9 2.0 1.9 1.9 3.0 2.1 1.9 2.5 2.8 2.0 1.6 1.3 1.0 5.2 4.2 4.8 8.8 12.8 7.3 4.4 3.9 2.6 2.6 3.8 3.0 2.4 1.4 1.2 0.8 .7 1.2 1.0 .8 ;8 1.9 2.0 2.0 1.6 2.4 1.8 1.3 .8 .6 .6 2.1 3.2 2.4 1.4 1.3 1.5 1.6 1.5 1.1 .8 .6 4 4 .4 .6 1.0 .5 .3 .6 .4 .3 .3 .2 .1 .0 -0 .0 .0 .0 .0 .0 .0 .1 .2 .2 .2 .2 .2 2 .8 .3 .4 4 4 4 0.0 .0 .0 .1 .1 ■\ \ 1.1 1.6 1.3 1.0 .8 .7 ,6 .6 .6 1.5 1.3 1.0 .8 .8 7 7 7 .6 5 .5 0.6 .9 1.0 1.0 1.0 .8 .8 .8 .8 ',7 ,7 • ,7 .6 .6 .6 ,6 .6 .6 .6 ,6 .6' .6 .5 ,5 .5 6 .9 1.1 1.1 1,1 2 1,0 3 1.2 4 2.3 5 3.2 3.7 7 3.2 8 2.2. 1.9 10 1.7 n 12 1.6 1.4 13 1.3 14 2.2 15 4.0 3.5 17 2.6 18 2.2 19 1.8 20 1.7 21 3.2 22 4.1 23... ..;... 6.8 24.. .• 5,3 25 3.7 26 2.8 27 ■.. 28 : 3.0 2.8 29 SO 81: 2.3 2.0 2.0 1898. i .,. l.S 1.8 1.7 1.7 l.« 1.6 1.3 1.3 1.3 1.3 1.4 2.0 4.0 4.0 3.8 3.6 3.6 3.2 , 2.8 3.6 3.1 2.8 2.6 2.4 2.2 2.0 1.8 1.8 1.7 ,1,5 1,5 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1..2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1 i 1.2 1.2 1.2 1.2 1.3 1.6 3.7 7.3 5.8 3.7 3 2.5 2.6 2.3 2.2 2.1 2 1.9 1.8 2.0 8.5 11.4 9.0 6.1 4.2 3.6 9.9 17.2 14.6 10.9 7.0 4.1 4.0 3.8 3.6 3.5 3.6 3.4 3.0 3.0 3.0 3,6 3.6 3.2 3.0 7.2 8.2 6.0 4.6 4.0 3.7 3.2 2.8 2.6 2.4 2.3 2.2 2.1 2.0 2.0 2.0 ,2.0 2.0 1.9 1.8 1.8 1.7 1.6 1 6 1.6 1.5 1.4 1.4 1.4 1.4 \A 1.4 1.4 1 4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 L3 1.3 1.2 1.4 1.8 1.8 1.7 1.8 1.8 2.2 3.6 3.2 3.0 2.8 2,6 2.0 .1.8 1.8 1.8 1.6- 1.4 1.2 1.0 1.0 1.0 1.0 l.S 2.0 2.8 3.2 1.7 2.8 2.0 1.8 1.6 3.7 3.7 2.2 1.9 1.7 1.6 1.6 1.4 1.3 1.8 3.7 3.8 2.9 3.7 4.2 4.1 4.2 4.8 4.4 3.2 4.4 8.0 6.6 4.4 .4.4 3.4 3.0 9.9 7.2 4.2 3.4 3.0 . 2.5 2.0 2.2 2.2 3.2 2.8 3.9 2.2 2.2 1.9 2.7 4.0 4.4 3.4 2.0 2.3 2.0 7,8 21.7 24.3 22.2 20.0 17.6 16.4 9.7 6.0 5.4 4.6 i.8 3.2 3.0 2.9 2.7 2.8 2.3 2.2 2.2 2.3 2.6 4.1 3.1 3.0 2.7 ■ 2.5 2.3 2.1 2 2.0 2.0 4.9 22 23.8 19.0 18.4 16.6 14.0 6.6 4.2 3.8 3.7 3.5 3.2 3.1 6.5 9.0 6.0 4.2 3.9 4.0 S.9 3,5 3.3 3.1 3.0 2.8 2.6 2.4 2 2 2.2 2.2 2.2 2,0 2,2 2,1) 2.4 2.3 2.1 2.0 2.0 2,0 2.3 2.3 2.9 2.9 4.0 5.0 4.5 5.0 4.0 5.0 7.0 4.7 3.9 4.6 4.3 4.3 3.9 4.2 2 4.0 3 3.8 4 3.8 5 , 4.3 6 5.0 7 4.3 8 9 3.7 10 3.4 11 3.3 12 3.3 IS 8.2 14 3.0 15 3.0 16 2.8 17 18 19 :.. JO '. 4.4 6.6 6.4 6 4.6 7.0 14.0 14.6 11.6 8.6 4.6 3.9 21 22... 23 24 ...: 2.9 3.2 3.6 25".,... 26,...- 27 28 .V 2.9 2.7 2.6 29 30 31 . Digitized by Microsoft® 86 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Coosa River at Rome, Ga. — Continued. Day. Jan. Feb. Mar. Apr. Miiy June. July. Aug. 3epi. Oct. Nop. Dec. 1899. 3.0 3.4 3.0 2.7 2.6 2:6 3.6 5.9 5.9 4.9 4.0 4.5 4.0 3.8 3.6 S.6 4.0 4.2 4.0 3.7 3.3 3.2 3.1 3.5 3.8 3.8 3.3 3.0 3.0 2.9 4.4 6.9 7.8 6.0- «.2 15.3 18.2 27.8 24.0 22.4 21.0 19.0 16.5 7.0 5.0 5.0 5.5 8.9 9.5 8.5 7.7 6.8 6.9 7.3 6.6 5.8 5.5 19.1 19.7 15.0 8.6 6.6 7.8 9.0 8.0 6.8 5.7 5.4 B.2 4.9 . 4.5 6.0 16.6 27.7 29.2 ■25.8 24.9 26.2 24.6 23.0 22.6 21.9 18.0 10.5 11 8.8 9.3 10.2 13.2 10.6 7.9 7.2 9.5 K.2 8.2 15.0 13.4 11.2 9.5 7.0 6.4 6.9 5.6 5.4 5.2 4.8 4.7 4.6 . 4.3 4.1 4.0 5.4 7.4 9.1 6.7 5.5 4.8 4.2 4.0 3.7 3.7 3.5 3.5 .3.5 3:7 3.7 3.6 3.6 3.3 3.1 3.1 3.0 3.0 2.9 2.8 2.8 2.8 2.8 2.6 2.6 2.4 2.6 ■2.5 2.4 2:2 2.2 2.0 2.0 3.3 3.0 2.6 2.6 2.0 2.0 2.0 2.0 L9 1.8 1.8 1.8 2.2 3.8 4.0 3.5 2.5 2.1 2.0 2.0 ■ 2.0 1.8 2.2 1.7 1.7 1.7 1.7 2.1 1.9 1.9 ,1.8 1.7 1..T 1.0 .9 2.0 1.9 1.9 3.0 2.1 1.9 2.5 2.8 ■2.0 1.6 l.S 1.8 5.2 4.2 4.8 8.8 12.8 7.9 4.8 3.9 2.6 2.6 3.8 3.0 2.4 1.4 1.2 2.2 1.9 1.7 1.5 1.4 1.5 1.6 1.5 1.8 1.6 l.M 1.4 1.2 1.1 1.3 1.9 1.6 1.4 1.1 .9 .9 .8 .8 .7 .7 .7 2.5 2.5 2.5 2.0 2.6 3.4 2.0 1.6 1.4 1.3 1.3 1.2 . 1.0 1.0 1.0 2.9 2.3 1.5 1.0 .9 .8 .6 .6 .6 .7 .7 .6 .6 .5 .5 6 .9 .6 .5 .4 .4 .3 .3 .3 .3 , -.5 t .7 1 .7 .8 .6 1.0 .9 .1 ,0 .6 ■ i 1 ■■.I .4 .4 .4 .4 ,4 .4 .5 .8 .3 .5 4 ,4 .3 .3 3 .3 3 .3 .3 .4 .4 .5 .9. .7 .5 .6 .5 4 1.0 2.1 1.5 2.5 3.0 2.2 1.9 1.4 1.1 2 1. 1 3 1.5 1.3 5 1.1 6 1.0 7 ■ .9 .8 9 ■ .8 10 .8 .8 12 2.S 13 6.1 14 5.0 15 . 3.2 2.0 17 1 8 18 1.7 19 1.3' 20 . . .. 1.6 2.0 22 2.0 23 1.8 24 25 7.2 7.5 26 5.0 27 3.5 ^::::: 3.0 3.0 30 3.4 31 ■ ,2.0' 1900 1 . - 2.0 1.6 - 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2.0 7.0 9.0 7.2 5.5 3.5 3.0 2.9 5.0 11. S 10.6 8.5 5.8 4.0 3.4 3.1 2.8 2.6 2.4 2.1 2.0 2.6 1.8 1.6 2.0 3.0 3.8 2.8 2.4 4.0 6.9 7.0 6.4 22.6 27.2 25.3 21.2 18.0 10.7 . 5.0 4.0 4.1 6.8 7.6 6.0 5.8 5.2 4.6 4.0 4.2. s.a 5.6 4.4 4.1 3.8 5.0 8.2 15.0 13.4 10.3 7.5 5.5 4.8 4.2 5.3 ■5.6 15.9 17.5 14.6 10.4 7.2 8.8 13.0 12.1 8.9 5.8 6.7 5.3 4.4 4.2 4.0 4.0 4.0 4.0 3.8 3.8 3.6 8.5 6.0 11.0 7.4 5.5 4.5- 6.6 6.2 11.0 11.1 11.4 13.6 12.7 10.5 8.6 8.5 6.5- 5.3 4.8 4.3 6.0 6.2 4.8 4.0 4.0 3.8 3.7 3.6 3.4 3.0 3.0 3.0 3.0 2.6 2.4 2.4 2.4 2.4 2.4 2.9 3.0 2.6 2.5 2.3 2.9 3.2 2.7 2.6 2.5 2.4 2.9 8.0 2.4 2.5 2.8 4.2 4.2 4.2 4.8 13.0 12.6 8.0 5.9 6.0 5.2 6.3 4.2 . 3.8 4.8 6.0 6.5 7.2. 4.2 3.6 6.5 14.2 18.2 17.0 15.5 15.6 14.2 10.0 10.6 8.0 8.0 7.0 5.5 4.8 3.8 3.8 4.0 4.9 3.8 3.4 3.8 3.4 3.4 3.3 3.1 3.0 2.8 2.6 2.6 2 4 2.4 2.4 3.6 2.8 6.2 6.8 6.2 4.6 .1^0 3.4 3.2 3.0 2.8 2.6 2.5 2.2 2.2 2.0 . 2.0 1.8 1.8 1.8 1.7 2.0 1.7 1.6 1.8 2.2 2.0 1.6 1.6 1.6 1.9 2.4 2.0 1.8 1.6 1.6 1.5 1.5 1.5 1.5 1.7 1.7 1.5 1.5. 1.4 LO 1.0 .8 .8 .8 .8 .8 6.5 IJ.l 7.0 3.2 2.3 2.0 1.8 1.8 1.6 1.6 1.5 1.5 \.\ l.S 1.3 1.2 1.2 1.0 > 1.0 :l .9 3.8 6.9 . 2.6 2.0 1.8 2.5 3.2 3.0 2.0 1.6 }:t 1.4 1.8 1.8 1.6 1.6 1.5 1.5 1.4 2.2 2.2 2.1 2.1 2.1 2.2 2.0 2,3 u 2.1 2.0 1.9. 1.8 1.8 1.6 1.5 1.6 1.5 1.6 1.5 1.4 1.4 1.6 1.8 2.1 2.1 2.0 5.0 g;E 8.6 7.0 4.0 37 2 2.8 3..-. 2.6 3.5 5 7.4 6 6.8 7 5.2 8 9 3.8 3.6 10 3.2 U 2.8 12 2.6 13 . . 2 6 14 2.4 15 .. 2 2 16 2.2 2,2 18 19 2 0- 20 21 2.8 6 7 22 23 8.0 7 24 6.6 6.6 5.6 4.0 3.8 3.6 S.S 5.6 26 ... 27 28 29 30 31 , , . . . . Digitized by Microsoft® Coosa River at Rome, Ga. 87 Daily gage height, in feet, of Coosa River at Rome, Oa. — Continued. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1901. 1 5.2 4.2 4.0 3.8 3.5 3.2 3.0 2.8 8.8 23.5 27.0 23.8 21.-4 19.8 17.4 8.9 5.0 4.0 3.8 3.8 3.8 3.8 6.7 6.6 5.4 6.2 6.0 4.6 6.3 6.4 5.8 5.5 15.8 18.5 13.8 9.5 6.5 9.6 12.5 10.5 7.6 6.5 5.6 5.0 4.8 4.2 4.2 4.2 4.0 3.8 3.7 3.6 3.6 3.5 3.2 3.2 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.8 6.5 7.8 8.0 6.7 4.8 4.0 3.6 3.2 • 3.0 3.0 3.0 3.0 3.0 3.0 3.6 3.6 22.0 27.0 24.5 21.3 19.2 16.1 8.8 8.6 13.0 13.0 10.0 7.9 6.4 6.6 5.2 4.5 4.3 4.2 4.3 •10.4 10.1 7.7 6.8 5.2 9.0 18.6 17.2 15.5 14.6 12,7 6.8 5.6 4.8 4.4 4.2 4.1 4.0 3.8 3.8 3.8 3.6 3.5 3.5 3.4 3.3 3.1 3.0 2.9 2.8 2.8 2.7 2.6 2.6 2.6 2.5 3.0 10.0 23.6 26.4 21.8 18.9 16.5 11.1 5.5 4.9 4.7 5.4 10.6 7.6 6.6 6.4 5.0 4.0 ,7.0 7.6 6.4 4.3 4.0 3.8 3.8 4.0 4.3 6.9 6.0 5.0 4.8 4.0 3.8 3.6 3.6 3.6 2.7 2.7 3.2 3.0 3.6 3.6 3.6 3.0 8.0 2.6 2.4 2.2 5.2 4.8 3.3 2.6 2.4 2.3 2.0 2.0 2.0 1.9 1.7 5.5 3.0 3.0 2.4 2.4 2.4 2.0 2.0 1.9 1.7 2.8 1.9 1.9 1,6 1.8 1.8 1.8 1.6 1.6 2.6 5.3 5.9 , 3,0 2,6 2,5 3,4 3.0 2.3 4.5 7.2 10 5 9.8 10.8 12.5 10.8 14.5 20.8 23.2 18.3 13.1 6.6 8.8 7.5 6 2 5.6 6.4 5.8 3.7 3.4 3.0 2.9 2.6 2.2 2.0 2.0 2.0 2.0 1.8 2.0 3.0 2.4 6.0 U.2 11.1 7.0 3,9 3,7 3,3 2,8 2,6 2,5 2,3 2,0 2,0 2,6 2.6 2.6 3.2 3.0 2.8 2.2 2.0 1.9 1.9 1.8 ■ 1.7 1.6 1.8 2.0 3.2 2.6 2.4 2.4 2.0 1.8 1.8 . 1.6 1.6 1.6 1.6 1 4 1 3 1.3 1 3 1.3 1,2 1.2 1.2 1.2 1.2 1.3 1,2 1,2 1,1 1,1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1,0 1,0 1,6 1,2 1 4 1 4 1,3 1,3 1 3 1 3 1 3 1 3 1.? 1.3 2 3 4 1 5 5 6 1.8 7 8 1 8 9 1 8 10 1 8 11 12 13 2.1 14 2 2 15 16 16.4 17.6 17 14.7 18 ., . 14.0 19 13.0 20 5.6' 21 22 3.0 2.0 23 24 2.0 3.6 25 4.0 26 3.7 27 28 6 7 6.0 29 21 5 30 29.8 31 32.6 1902. 1 . . 2 3 4.. 28.00 24.60 21.90 17.60 6.60 5.60 4.60 4.20 4.00 3.90 3.60 3.60 3.40 3.20 3.00 2.80 2.70 2.70 3.00 3.20 3.60 4.20 5.00 4.00 3.90 3.60 3,60 4. '20 6.60 6.80 5.40 11.80 22.00 24.00 20.00 15.60 9.80 6.30 5.70 5.00 4.60 4.40 4.00 3.90 3.80 3.80 4.00 4.50 4.70 4.50 4.00 4.0O 5. 00 5.60 5.30 5.00 6.50 5.50 22.70 28.50 27.60 24. 10 21.60 19.20 14.00 10.10 8.70 7.20 7.00 6.60 6.00 5.60 5.50 5.00 7.00 14.00 11.60 8.60 6.20 5.60 5.10 5.00 4.70 4.70 4.60 .4.20 5.00 20.60 28.90 26.80 21.30 14.80 7.20 F,.m 5.70 6 20 6.70 6.70 7.70 6.60 5.60 5.00 4.70 4.50 4.40 4.30 4.60 5.70 5.00 4.00 3.90 , 3.80 3.70 3.50 3.30 3.20 3.20 3.00 3.00 2.90 2.90 2.90 3.70 3.40 3.20 3.00 2.90 2.80 2.60 2.60 2.50 2.40 2.30 2.30 2.30 2.40 2.50 2.30 2.30 2.40 2.40 2.30 ■ 2.30 2.10 2.00 2.'00 2.00 1.80 ■1.80 1.80 1.80 1.80 1.70 1.70 1,70 1,70 1 70 1.70 1.70 2.00 1.90 1.90 1.80 1.70 1.70 1.60 1.60 1.00 1.50 1.^0 1.90 - 1.60 1.80 1.50 ■ 1.30 1.30 1.20 . 1.20 1.10 1.00 1.00 1.00 1.00 1.10 1.00 90 .90 1.00 .90 90 .90 .90 1.40 1.50 1.80 1.40 2.00 1.40 1.20 1.00 ,1.00 .90 .80 .80 .70 .60 .50 ■M .70 2.00 1.60 1.20 1.00 80 80 1.50 1.40 1 20 1.20 60 .40 .30 .30 1,00 ,60 ,60 ,80 ,60 .50 .40 1.00 1.30 J.OO .90 .70 .50 .50 .60 1.20 1.70 ■ 1.00 1.00 1,00 ,80 1,20 1,00 1 20 1,00 .«'o 60 ,90 1,00 .90 .70 .60 2.60 1.90 1.00 .70 .40 .40 .40 1.00 .80 .60 .30 2.20. 4.00 3.30 -2.00 2.00 .Ji.80 1 60 1 60 1 60 1.50 1.00 2.00 1.40 .90 .80 .70 2.30 2.20 2.20 2.00 1.80 1.60 1.60 1.30 ■ 1.10 .90 .80 .70 .60 .50 .40 .30, .20 .40 .40 .30 .30 20 20 20 20 .20 ,40 2,00 1.60 1.00 .80 .80 .70 .60 .60' ,60 .60 .60 ,90 1.50 1.30 1.10 1.10 1.00 .-90 1.60 3.10 4.80 3..8Q 2.40 2.20 1 90 i 00 6.20 6.80 5 6 5.80 5.00 7 4.U0 8 2.70 9 ,2,50 10.... 1,90 11 12 1.60 1 40 13 1.20 14 1.20 13 1.10 16 2.40 17 4.30 18 19 . .■ ". 20 21 22 4.50 8.80 3.0O. 4.90 5.80 23 6.80 24 . ... 6.20 25 3.80 26 3.00 27 28-. ■ ; 2. CO 2.20 29 2.20 30 2,60 31' 4,00 Digitized by Microsoft® 8S Water Powers of Alabwma; Second Report. Daily gage height, in feet, of Coosa River at Rome, Qa., for 1903. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Ocf. Not. Dee.' 1903 1 3.0 3.9 3.9 6.0 4.3 4,0 3.7 3.0 2.8 2.4 3.0 5.0 t:i 3.9 2.5 2.4 2.4 2.4 2.4 2.2 2.0 2.0 2.0 2.0 ■2.0 2.0 2.4 3.2 4.2 3.8 2.8 2.8 4.2 8.4 13.2 13.4 9.7 18.7 21.6 16.5 16.1 21.8 19.6 14.5 ' 11.1 8.7 24.7 28.7 25.5 21.0 15.2 7.1 5.8 6.1 4.8 4.5 4.0 23.1 28.6 27.1 24.0 22.3 20.5 15.4 9.9 7.7 6.6 10.6 11.6 16.0 14.0 10.1 9.4 7.8' 6.8 6.3 6.7 5.3 11.0 11.6 16.9 ■ 22.6 20,6 16.0 9.7 6.9 7.8 22.8 27.6 24.9 22.0 19.5 14.6 8.0 7-0 6.4 7.7 10.6 8.4 6.7 b.3 5.6 14.3 13.0 9.6 7.4 6.2 6.3 6.7 6.8 6.5 4.9 4.7 4.4 4.9 4.7 4.0 3.9 3.7 3..'6 3.6 8.6 a.6 3,5 3.3 3.4 3.5 3.6 3.4 3.3 3.3 3.0 3.0 3.1 3.3 3.0 3.0 2.8 2.5 2.6 2.6 2.6 2.5 2.6 2.3 , 2.1 2.0 2.0 2.4 6.7 6.0 7.7 9.0 7.5 11.7 17.1 11.7 6.9 6.3 4.4 4.3 6.0 4.6 4.2 4.0 3.8 3.4 3.0 2.4 2.7 2.6 It 2.2 2.2. 2.2 2.4 6.8 6.8 4.0 3.0 3.2 2.9 2.7 2.6 2.6 2.6 2.4 2.6 2.6 2.5 2.9 5.9 11.1 6.7 3.7 3.5 3.3 3.0 2.9 2.5 2.4 3.0 3.0 2.6 2.4 2.1 2.0 1.8 2.3 2.6 2.8 •2.6 3.0 3.3 3.2 6.2 4.6 8.6 3.4 3.0 2.6 2.2 2.0 2.0 1.6 4.3 3.2 2.S 2.2 2.1 2.0 ?.0 1.9 1.8 1.6 1.5 1.4 1.4 1.3 1.3 1.2 1.0 .9 .9 .9 .8 .7 .7 .6 .6 .6 .6 .6 .6 .6 .6 .9 1.7 2.0 1.5 1.2 .9 .8 .7 .5 .6 .5 .6 .5 .4 .4 .4 .4 .4 .3 .3 .3 .2 .5 1.4 1.6 1.6 1.4 1.3 1.1 .9 .8 1.2 1.3 1.2 1.0 .8 .8 .7 .7 .7 .6 .6 .6 .4 .4 .7 .7 .7 .8 1.5 1.6 2.0 2.0 1.6 1.4 1.3 1.2 1.2 1.2 1.2 1.0 1.0 i.e 1.0 H 1.3 1.2 1.1 1.0 1.0 1.0 1.0 .9 .9 .9 .9 .i .8 7 2 3 4 ; 5 6 7 7 8 7 9 ■. . 10 7 12 .6 .6 .6 .6 .6 .6 .6 13 14 15 16 17 .... 18 19 20 6 21 .7 22 1.3 L3 1.0 .9 .9 .9 .9 .9 .9 .9 23 24 25 26 27 28 29 30 31...> Rating table for Coosa River at Rome, G-a., for 1891 and 1898. Gase Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec-feet. —0.15 990 2.0 3,060 4.1 6,495 7.4 12,930 .0 1,070 2.1 8,190 4.2 6,690 7.6 13,320 .1 1,140 2.2 3,320 4.S 6,886 7.8 18,710 .2 1,210 2.3 3,468 4.4 7,080 8.0 14,100 .8 1,280 2.4 8,610 4.5 7,275 8.2 14,«0 .4 1,360 2.5 3,760 4.6 7,470 8.4 14,880 .6 1,440 2.6 3,910 4.7 7,666 8.6 16,270 .6 1,620 2.7 4,060 4.8 7,860 8.8 15,660 .7 1,610 2.8 4,220 4.9 8,055 9.0 18,060 .8 1,700 2.9 4,380 6.0 8,250 10.0 18.000 .9 1,800 8.0 4,640 5.2 8,640 11.0 19.960 1.0 1,900 3.1 4,700 6.4 9,030 12.0 21.900 1.1 2,000 3.2 4,860 5.6 9,420 13.0 Z3.8S0 1.2 2,110 8.3 6,020 5.8 9,810 14.0 26.800 1.8 2,220 3.4 6,180 6.0 10,200 15.0 27.750 1.4 2,330 3.6 6,340 6.2 10,590 16.0 29.700 1.5 2,450 3.6 5,520 6.4 10,980 17.0 31.660 1.6 2,670 3.7 6,715 6.6 11,870 18.0 33.600 1.7 2,690 3.8 5,910 6.8 11,760 20.0 37,600 1.8 2,810 8.9 6,105 7.0 12,150 22.0 41,406 1.9 1 2,930 4.0 6,300 7.2 12,640 24.0 46,360 Digitized by Microsoft® Coosa River at Rome, Ga. 89 Rating taUe for Coosa River at Rome, Ga., for 1899. Gase Dis- Gage Dis- Gaee Dis- Gage Dis- heieht. chaie& heieht. charge. heisht. charse. height. charge. Feet. Sec-feet. Feet. Sec-feet. Feet. Sec-feet. Feet. Sec-feet. 1.0 2,030 3.0 4,700 6.0 8,710 12.0 22,780 1.1 2,124 3.1 4,900 5.2 9,112 13.0 24,790 1.2 2,218 3.2 6,100 5.4 §,614 14.0 26,800 1.8 2,312 3.3 6,300 5.6 9,916 16.0 28,810 1.4 2,406 8.4 6,600 6.8 10,318 16.0 30,820 l.B 2,600 3.6 6,700 6.0 10,720 17.0 32,830 1.6 2,620 3.6 6,900 6.2 11,122 18.0 34,840 1.7 2,740 3.7 6,100 6.4 11,624 19.0 36,850 1.8 2,860 3.8 6,300 6.6 11,926 20.0 38,860 1.9 2,980 3.9 6,600 6.8 12,328 21.0 40,870 2.0 3,100 4.0 6,700 7.0 12,730 22.0 42,880 2.1 3,260 4.1 6,901 7.2 13,132 23.0 44,890 2.2 3,420 4.2 7,102 7.4 13,634 24.0 46,900 2.3 3,680 4.3 7,303 7.6 13,936 25.0 48,910 2.4 3,740 4.4 7,604 7.8 14,338 26:0 50,920 2.6 3,900 4.6 7,705 8.0 14,740 27.0 62,930 2.6 4,060 4.6 7,906 9.0 16,760 28.0 64,940 2.7 4,220 4.7 8,107 10.0 18,760 29.0 66,960 2.8 4,380 4.8 8,308 11.0 20,770 30.0 58,960 2.9 4,640 4.9 8,609 Rating table for Coosa River at Rome, Oa., for 1900, 1901 and 1902. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height charge. height. charge. height. charge. Feet. Sec-feet. Feet. Sec-feet. Feet. Sec-feet. Feet. Sec-feet. 0.8 1,930 1.6 2,850 2.3 3,850 3.0 4,900 .9 2,020 1.7 2,985 2.4 . 4,000 3.1 5,065 1.0 2,110 1.8 3,120 2.6 4,150 3.2 5,230 1.1 2,230 1.9 3,260 2.6 4.300 3.3 5,406 1.2 2,360 2.0 3,400 2.7 4,460 3.4 6,680 1.3 2,476 2.1 3,650 2.8 4,600 3.5 5,755 1.4 2,600 2.2 3,700 2.9 4,760 3.6 6,930 1.5 2,726 Rating tahle for Coosa River at Rome, Qa., for 1903. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height charge. height charge. height. charge. Feet. Sec-feet. Feet Sec-feet Feet Sec-feet Feet Sec-feet 0.20 1,280 1.60 2,920 2.70 4,646 3.90 6,580 .30 1,390 1.60 3,060 2.80 4,795 4.00 6,760 .40 1,510 1.70 3,200. 2.90 4,945 4.10 6,950 .60 1,630 1.80 3,340 3.00 5,096 4.20 7,140 .60 1,750 1.90 3,480 3.10 6,250 4.30 7,330 .70 1,880 2.00 3,620 3.20 6,405 4.40 7,520 .80 2,010 2.10 ,3,765 3.30 6,666 4.60 7,710 .90 2,140 2.20 3,910 3.40 6,726 4.60 7,910 1.00 2,270 2.30 4,055 3.60 6,890 4.70 8,110 1.10 2,400 2.40 4,200 3.60 6,065 4.80 8,310 1.20 2,530 2.60 4,346 3.70 6,226 4.90 8,610 1.S0 2,660 2.60 4,496 3.80 6,400 6.00 8,710 1.40 2,790 Above S.6 feet gage height the rating for 1900-1902 is the same as for 1899. Uee 1902 table above 6 feet Digitized by Microsoft® eo Water Powers of Alabama; Second Report. Estimated monthly discharge of Coosa River at Rome, Ga. [Drainage area, 4,006 square miles.] Discharge in second- feet. Run-off. Month. Maximum. Minimum. Mean. See-feet per sq. mile. Depth in inches. 1897 17,025 20,925 44,910 36,160 8,250 4,540 23,460 4,860 1,900 2,570 2,000 9,810 1,800 4,220 4,700 4,860 2,930 1,900 1,800 1,360 900 . 1,010 1,440 1,900 4,820 10,100 22,637 12,304 4,421 2,884 5,184 2,266 1,106 1,518 1,626 4.806 1.20 2.52 6.63 3.07 1.10 .72 1.30 .66 .28 .38 .41 1.02 1.38 2.62 6.49 3.43 1.27 .80 1.60 April May July September _ October .31 44 November 46 The year 44,910 26,970 6,520 20,730 32,040 4,220 5,620 6,690 17,805 45,886 44,910 12,160 8,250 900 2,220 2,110 2,110 4j640 2,330 2,110 1,900 2,930 3,060 3,060 3,060 3,610 6,070 7,272 2,706 4,384 9,430 2,778 2,866 3,670 6,079 12,114 11,830 5,213 4,996 1.62 1.82 .68 1.10 2.36 .69 .72 9.17 1.62 3.03 2.96 1.30 1.25 1898 January 2 10 February .... 71 March 1 27 79 June 80 July 10 69 August 1 76 October . 3 41 1.45 December 1 44 The year . 46,886 10,519 54,538 57,352 28,810 6,700 6,700 24,388 3,900 5,600 2,030 4,700 13,736 1,900 4.060 8,710 7.706 6,700 3,100 2,740 1,950 1,790 1,660 1,470 1,470 1,870 6,111 6,092 22,536 26,314 13,333 4,783 3,489 6,499 2,595 2,219 1,684 2,009 4,314 2.22 1.52 5.62 6.57 3.33 1.19 .87 1.87 .65 .55 .42 .50 1.08 29.20 1899 5.86 March 7 67 April May June July .97 1 58 November 66 1.26 The year 67,362 21,373 63,332 33,835 25,996 11,122 36,242 19,765 6,580 20,971 10,619 21,776 14,740 1,470 . 2,725 2,860 6,300 6,765 3,850 4,000 4,000 2,726 1,930 2,010 2,600 3,400 7,906 6,864 14,736 14.714 12.050 6,129 14,154 7,689 3.488 3,960 3,408 5,438 7,096 1.97 1.71 3.68 3.67 S.01 1.28 3.63 1.89 .87 .99 .85 1.36 1.77 26.46 1.97 3.83 4.33 3.36 1.48 3.94 2.18 1.00 1.10 .98 1.62 2.04 1900 January February April May June July August October December The year 53,332 1,930 8,218 2.06 27.73 Digitized by Microsoft® Coosa River at Riverside, Ala. 91 Estimated moiithli/ discharge of Coosa Riier at Rome, Ga. — Contimied. [Drainage area, 4,006 square miles.] Discharge in second-feet. Eun-off. Month. Maximum. Minimum. Mean. Sec-feet per sq. mile. Depth in inches. 1901 January 62,930 36,845 62,930 36,046 61,724 19,966 9,716 46,292 21,172 6,230 2,860 64,186 4,600 4,900 4,600 6,901 4,160 4,460 2,860 2,850 3,120 2,350 2,110 2,476 16,450 12,186 13,406 15,678 12,633 8,316 4,441 13,780 6,389 3,414 2,316 13,428 3.86 3.04 3.34 3.88 3.12 2.08 1.10 3.44 1.69 .86 .68 3.35 4 46 February 3 17 March 3 85 April 4 33 May 3.60 June 2.32 July 1.27 3.97 1.77 .98 .65 3.86 The year 64,186 64,940 46,900 66,749 41,473 6,116 3,400 3,400 2,986 6,700 3,860 8,308 12,328 2,110 4,450 6,300 7,102 4,760 3,120 2,110 1,635 1,480 1,480 1,410 1,410 2,226 10,103 11,816 14,812 21,944 10,016 4,089 2,836 2,214 1,998 2,605 2,346 2,672 6,885 2.52 2.95 3.70 5.48 2.50 1.02 .71 .56 .60 .63 .69 .64 1.47 34.22 1902 3.40 3.85 March 6.32 2.79 May 1.18 June .79 July .63 August .58 September .70 .68 November .71 1.69 66,749 8,710 66,347 66,146 48,709 12,127 33,031 20,971 11,122 3,620 3,060 3,620 2,660 1,410 3,620 4,796 9,313 6,226 3,620 3,910 3,340 2,630 1,510 1,280 1,880 1,760 6,920 6,442 26,376 27,111 15,788 6,278 9,594 6,616 4,472 2,002 2,002 2,612 1,985 1.73 1.36 6.34 6.78 3.95 1.32 2.40 1.40 1.12 .60 .60 .63 .60 23.32 1903 1.57 6.60 March 7.82 April 4.41 May 1.52 2.68 July 1.61 1.29 .66 .58 .70 .68 The year 66,347 1,280 8,932 2.23 29.92 COOSA RIVER AT RIVERSIDi;, ALA. Location. — At the Southern Railway bridge at Riverside, Ala., 1 mile above the mouth of Blue Eye Creek and about 7 miles above Choccolocco Creek. Records available.— September 25, 1896, to September 30, 1915. Drainage area. — 7,060 square miles. Gage. — Standard chain gage attached to the right-bank end of the downstream side of the railroad bridge. The original wire gage was located on the downstream side of the bridge near the middle of the river. The gage datum has not been changed since the station was establGiSK&ecf by Microsoft® 92 Water Powers of Alabama; Second Report. Channel. — For a part of the width the current is broken by a ledge above. Both banks are high and do not overflow, and the bed of the stream is rocky and permanent. Discharge measurements. — Made from the downstream side of the railroad bridge. Artificial control. — The flow is not noticeably affected by artificial control at the comparatively few dams above. Discharge measurements of Coosa River at Riverside, Ala. Date. Gage height. Feet Dis- charge. Sec.-fcet. Date. Gage height. Feet. Di. charge^ Sec-feet. 1896 0.70 .60 .88 1.57 4.63 1.54 6.56 2.58 .80 10.00 1.60 3.22 1.39 3.92 11.06 6.80 5.85 9.00 4.05 2.70 2.20 1.42 1.00 0.85 1.20 5.03 12.60 4.16 2.32 4.25 3.85 3.70 12.96 1.70 7.30 2.00 2.30 1,630 1,403 1,986 3,272 12,515 3,747 16,925 6,174 1,854 30,369 3,638 7,768 8,172 9,624 87,811 14,484 16,384 29,069 10,692 6,276 5,010 3,791 2,457 2,271 2,727 13,493 43,769 11,196 6,609 11,335 9,572 9,333 44,554 4,039 21,138 4,720 5,128 1903 March 16 April 11 __ 10.76 8.80 2.87 2.30 1.64 1.05 1.37 1.88 4.10 1.25 1.15 1.45 .60 .63 .38 7.75 7.20 2.76 1.14 1.61 12.40 12.45 12.10 4.16 4.03 3.78 4.77 1.29 9.68 3.36 3.68 3.49 1.10 40,072 30,710 7,874 July 22 - ._. August 26 October 1 November 13 _. 1904 6,649 1897 March 31 4,001 2.687 3,136 July 21 S,999 February 11 May 26 June 27 August 23 _ September 20 _ September 21 10,880 1898 2,714 2,682 3,174 March 9 1,681 May 3 . . 1,657 May 25 1,250 1905 February 28 October 19 23,320 February 28 August 11 September 25 November 29 1906 March 29 21,160 1899 April 26 6,488 2,648 3,256 May 3 May 20 June 14 44,200 March 29 _. March 30 April 19 _... 44,700 September 23 43,300 11,100 10,300 9,780 1900 October 24 12,800 February 10 1907 March 21 May 5 2,890 August 21 1909 1901 S2,20fl January 8 7,840 March 18 1910 July 28 July 29 „ _.. 1911 August 24 1902 April 8 9,460 8,920 June 3 - „. October 17 2,480 Digitized by Microsoft® Coos4 4.85 !5. 4.95 >6 4.65 7 3.85 8 3.20 >9 2.95 . 2 85 1 4.60 2.60 Digitized by Microsoft® 94 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Coosa River at Riverside, Ala. — Continued. Pay. Jan. Feb. Mar. Apr. May, June. July Aug. 8ept. Oct. Not. Dec. 1898. 1:;::::::;;:::: 2.30 2,15 2.10 2.00 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.65 1.80 2.00 3,10 3.00 2.80 2.60 2.80 3.00 4.10 5. SO 6.05 6.50 7.20 9.09 10.20 10.66 10.45 9.45 7.65 6.00 5.25 4.00 3.25 3.00 2.80 2.75 2.70 2.60 2.50 2.40 2.30 2.30 2.20 2.10 2.00 1.95 1.90 1.85 1.80 1.80 1.80 1.7i 1.75 }:IS 1.70 1.65 1.66 1.70 1.80 l.SO i.tb 1.70 1.7(1 1.65 1,66. 1.60 i:60 1.70 1.80 2.00 2.26 ?.00 S.75 6.50 4.70 4.00 3.26 3.00 2.75 2.30 2.15 2.00 2.00 2.30 3.00 4.60 6.80 7.60 «:80 Sw50 5.80 9.30 10.60 10.80 10.40 8.90 l.SO 6.00 6. 00 4.40 4.00 8.70 3.60 4.00 5.10 6.80 5.50 4.00 4.60 6.75 7.10 7.80 7.45' G.45 5.50 4.75 S=90 3.60 8.30 3.05 2.90 2.70 2.56 2.40 2.30 2.20 2.15 2.10 2.00 1.95 1.90 1.86 1.80 1>75 1.70 1.60 1.70 1.65 1.65 1.60 1.46 1.40 1.65 1.70 1.60 1.45 1.36 1.30 1.25 1.20 1.20 1.30 1.25 1.20 v& 1.05 1.00 1.48 1.10 1.25 1.15 1.00 1.66 1.70 1.65 1.65 1.95 2.10 .2.|0 2.50 2.05 1.75 1.53 1.60 1.45 1.30 1.15 1.05 1.00 .95 .95 .90 .95 l.W 1.15 1.65 2.15 2.15 2.10 2.15 2.05 2.80 3.10 3.05 2.50 1.90 1.65 1.50 1.85 1.25 1.20 1.40 2.85 3.15 3.10 3.40 4.00 4.25 4.00 4.10 4.00 3.30 4.00 5.50 5.30 4.60 4.30 4.50 4.70 6.70 ■5.90 4.70 3.70 3.00 2.75 2.55 2.45 2.40 2.40 2.86 2.30 2.15 2.00 1.80 2.00 2.60 3.00 2.60 2.20 1.80 1.75 8.80 9.30 10.20 11.00 11.30 11.60 10.80 8.70 5.80 4.75 4.10 3.40 3.00 2.70 2.50 2.25 2.20 2.15 2.20 •2.65 3.55 4.30 3.90 3.40 3.15 3.00 2.75 2.20 1.80 1.70 2.00 6.80 11.20 11.90 16.80 14.70 12.60 12.00 11.20 8.80 5.50 4.40 3.60 3.00 3.50 5.40 6.40 6.30 fi.OO 5.80 5.00 4.35 4.00 3.75 3.30 3.00 2.75 2.70 2.60 2.60 2.50 2.45 2.40 2.40 2.40 2.40 2.45 2.56 2,7S 2.75 2.70 2.65 2.70 2. 8 J 3. CO 3.1i 3.25 3.70 4.V0 .MS 7. CO 5.90 5.20 4.90 4.60 4.20 4.00 3.80 3.70 4 UO 3 ; 3.90 4 3.70 6 3.70 6 3.90 7 4.00 8 . loiilir."!!!!!. 3.70 3.30 11 3.25 12 ■ 3 10 la 3.00 M 15 2.90 2.80 le 2.65 17 2.60 18 2.60 w 2.70 20 2.90 21 4.00 22 2S 3.80 3.40 24.... 3.00 25... 2.75 26 27 , 2.70 2.50 S8 2.40 29 2.30 30 31 i 2.30 2.40 1899 1 2.80 2.75 2.75 2.80 2.60 3.00 8.60 4.30 4.20 4.40 5.20 5.90 .5.60 5.00 4.70 4.90 5.00 4.90 4.70 4.6} 4.20 4.00 3.90 3.90 4.00 4.25 4.15 4.00 S.90 6.90 6.30 7.50 7.40 9.10 12.10 14,10 14.30 14.30 11.10 13.80 13.00 12.00 10.90 . 8.70 7.90 7.60 7.80 8.10 8.20 8.00 7.65 8.00 8.10 7.30 7.00 8.30 11.00 12.10 12.20 12.30 12.10 10.10 9.00 8.00 7.50 7.25 7.00 6.15 5.2D- 5.50 7.50 loioo 17.40- 17.00 16.60 10.30 15.3.'i 16.20 1.'..90 15.70 15.50 14.90 13.25 11.00 8.00 7.90 8.50 10.30 lO.W 10.00' 9.80 .8.90 8.75 9. CO 10.00 12.30 12.00 11.70 10.00 8.90 7.90 6.30 5.5.') 5.2.1 .5.10 6.00 4.80 4.60 4.30 4.7.'i 5.05 8.90 9.00 8. DO 8.30 G.90 5.45 6.00 4.60 4.20 8.95 ' 3.80 3.75 3.60 4.00 3.85 3.60 3.45 3.30 3.20 3.00 3.00 2.95 2.95 2.80 2.80 2.7,5 2.75 2.70 2.70 2.65 2.00 2.60 2.45 2.85 2.30 2.2t) 2.70 2.70 2.80 2.80 2.60 2.30 2.10 2.00 2.00 1.95 1.95 1.95 1.95 2.00 2.15 2.80 3.20 2.95 2.60 2.25 2.00 1.80 1.70 1.70 1.60 1.75 1.60 1.00 1.65 1.70 <.6.5 i.70 1.70 r.65 1.60 1.50 1.50 1.45 1.40 1.70 1.60 1.50 1.S0 1.40 1.40 1.30 1.30 1.30 1.20 1.30 L.W l.."* 1.90 3.20 4.70 3.60 3.20 3.00 3.60 4.20 6.20 4.75 .1.95 3.00 2.30 2.00 1.90 1.75 l.«5 1.60 1.60 1.65 1.65 1.60 L.W 1.45 1.60 i.ro 1..W 1.65 L.W 1.45 1.45 1.35 li^O 1.30 1.60 1.20 1.10 1.50 2.10 2.10 2.30 2.40 2.30 2.40 2.10 2.00 1.85 1.40 1.30 1.25 1.25 2.20 2.60 2.66 2.00 1.40 1.25 1.20 1.20 MO 1.00 .95 1.00 1.00 1.00 1.00 .95 .95 .90 .90 0.90 90 90 .90 90 90 .90 . .90 .95 1.20 1.30 1.40 1.30 1.20 1.20 1.20 1.10 1.00 .95 .95 90 .80 .96 1.20 1.15 1.00 1.00 .95 .95 .90 .95 0.95 95 95 95 95 95 .95 .95. .95 .95 .95 .95 .95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .95 ,95 .95 .95 1.00 2.15 2.90 3.*» 3.00 2.75 2.60 2 2.00 S....1 4 .,; ; 1.6 J 1.6D 6 1.46 1.40 7 1.35 8 :... .... 9 1.30 1.30 JO, 1.35 11 1.40 5 80 IS 14.. 8.25 8.00 15 6.4)0 16 17 3.76 3.60 3.40 3.00 l?t 3.00 5.40 6.40 7.10 7.00 .6.60, 6.00 4.86 4.00 18 20 21 22 23. : 24 25.. 26 27 28. 29 30 31 . . Digitized by Microsoft® Coosa River at Riverside, Ala. 95 Daily gage height, in feet, of Coosa Eher at Riverside, Ala. — Continued. Day. Jun. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1900. 1 3.50 3.00 2.50 2.40 2.16 2.05 . 1.95 1.96 2.00 2.00 2.10 3.50 6.00 7.40 7.00 6.40 5.10 4.00 4.25 8.00 9.70 10.00 9.40 8.76 7.75 6.00 4.10 3.60 3.30 3.00 2.70 2.70 2.65 2.60 2.50 2.60 2.80 2.96 3.00 3.75 4.25 5.80 6.50 13.30 16.30 15.20 14.60 14.00 13.25 12.80 12.10 9.00 7.80 6.80 7.20 6.90. 6..W 5.25 5.00 6.90 7.66 6.90 6.25 5.40- 6.00 4.90 6.00 8.75 10.00 10.65 10.06 8.75 7.50 5.60 6.00 6.80 "6.00 6.50 10.00 12.20 12.86 12.60 11.80 10.60 10.30 10.20 9.85 9.60 8.60 7.20 6.65 6.26 6.00 5.60 5.10 4.90 4.75 4.40 4.35 4.30 6.60 12.40 12.90 11.70 9.50 7.20 12.40 18.10 17.55 15.65 18.96 13.16 1^.66 12.20 10.80 9.15 7.90 6.50 5.70 6.35 6.00 5.30 6.30 4.75 4.30 4.20 4.00 3.66 3.40 3.30 3.15 2.95 2.70 2.70 2.66 2.65 2.60 2.60 2.60 2.60 '2.66 3.20 2.90 3.00 3.25 3.10 3.20 3.00 2.80 2.70 2.60 2. 75 2.80 2.90 2.60 2; 70 3.46 3.90 t:^ 8.30 a. 00 7.70 6.70 4.30 4.60 4.70 6.00 4.90 6.90 6.90 6.46 6.10 7.00. 11.35 12.60 14.10 14.42 14.60 13.80 12.80 11.60 10.10 8.90 8.20 7.50 6.45 5.50 4.70 8^.00 4. SO 4.20 4.10 5.65. 4.65 3.75 3.60- 3.60 3.36 3.10 3.00 2.90 2.70 2.45 2.60 2.60 • 2.50 2.60 .3.70 5.70 5.30 6.90 4.70 S.90 3.00 2.75 2.65 2.40 2.26 2.16 2.10 2.00 .2.00 1.90 2.26 2.00 1.90 1.86 2.00 2.00 2.20 2.10 2.20 2.00 2.00 1.95 1.90 2.20 2.10 2.00 1.95 1.90 1.90 1.85 2.00 2.20 2.10 2.00 1.80 1.70 1.60 1.60 1.45 1.35 1.30 1.25 1.20 3.35 6.00 7.00 7.60. 6.00 4,3,5 3.20 2.50 2.00 1.90 1.86 1.80 1.80 1.65 1.60 1.55 1.65 1.55 1.60 1.60 1.50 1.45 1.40 1.50 2.20 2.35 3.86 3.60 3.80 2.80 3.00 2.90 2.80 2,66 2.50 2.40 2.30 2.20 2.15 3.00 6.25 7.50 6.00 3.80 3,00 2.65 ■2.60 2.80 2.26 2.60 2.50 2.60 4.40 2.40 2,35. 2.80 2.30 2.15 2.10 2.10 2.00 1,90 1.80 1.75 1.70 1.80 2.00 2.60 4.00 3.80 3.20 3.10 3.00 4.36 6.40 9.20 8.20 6.76 2 4.36 3 4 5 S.76 3.40 3.30 6 4.35 6.05 8 &T40 4.80 10 ■4.00 11 3.60 8.16 13 2.96 14 2.80 15 2.70 16 2.«6 17 2.60 18 2.66 19 2.65 20 3.00 21 3.30 22 .' 6.20 7.00 24 7.80 25 6.90 6.36 27 6.90 28 IS 29 30 4.00 31 6.60 1901. 1 7.-30 7.36 6.50 6.00 5.50 5.00 4.25 3.95 3.70 3.60 6.50 14.10 1.5.70 1.5.40 l.i. 10 14.90 14,30 13.90 13.30 11.30 «.30 6.2.'i h.m ♦.60 S.3U a.su n. 30 B.40 .■i.85 R.M .6. SO 6.00 6.50 9.00 10.60 11.00 12.00 11.90 11.50 9.90 9.60 9.90 9.60 K.90 7.00 6.50 5. SO 6.45 5.00 4.80 4. CO 4.r!S 4.20 4.00 3.9U S.n.'i 3.6.') 3.6.5 3.60 3.66 3.50 3.50 3.60 3.40 3.30 3.20 3.10 3.10 3.40 .5. .50 6.50 7.50 7.00 6.30 .5.25 4.25 3.75 3.55 3.65 3.75 3.70 3.50 4.30 13.90 1.5.90 1.5. 20 14.70 14.25 14.60 1.5.50 14.35 14.40- 13.30 11.90 10.40 10.30 9.00 7.25 6.60 &.60 .5.00 4.80- 4.80 6.50 7-50 8.30 7.80 ■6.60 10.50 14.00 14.50 14.30 13.50 12.50 11.30 -9.90 7.90 6.80 5.90 6.20 4.80 4.60 4.30 4.16 4.00 3.95 3.90 3.75 3.60 3.45 3.25 3.15 3.10 3.10 3.00 .2.95 2.95 2.90 2.90 2.85 4.00 8.20 9.90 10.76 11.86 11.90 11.80 11.00 9.60 6.20 4.60 1 6.20 8.20 8.26 7.20 6.75 5.00 4.80 4.30 4.20 li.iO 6.00 5.00 4.25 3.75 3.75 3.80 3.80 4.90 5.00 4.50 3.90 3.60 3.50 3.25 3.15 3.00 2.90 3.00 2.90- 3:10 3.00 2.90 2.85 2.80 2.80 2.75 2.75 2.70 3.50 4.00 3.60 2.90 2.50 2.40 2.35 2.20 3.15 2.90 2.90 3.20 3.00 2.96 2.90 2.75 2.70 2.60 £.40 2.20 2.30 2.40 2.20 2.15 2.10 2.10 2.05 2.00 2.20 4.10 4.80 4.25 3. .50 2.90 2.75 2.60 3.20 3.20 3.40 5.30 9.60 9.65 10.00 11.60 11.00 11.60 12.60 12.90 12.40 12.00 11.50 9.95 8.36 6.85 6.60 .6.00 4.50 4.30 3.66 3.30 3.05 3.00 2.90 2.85 2.75 2.70 2.66 2.65 2.60 2.85 3.90 5.60 6.30 7.50 7.20 6.00 4.50 3.30 3.00 2.^70 2.60 2.50 2.65 2.60 2.70 4.00 3.20 3.00 2.90 2.76 2.60 2.50 2.30 2.30 2.26 2.30 3.00 2.80 2.70 2.50 2.46 2.60 2.40 2.36 2.30 2.30 2.25 2.20 2.J0 2.10 2.10 2.05 2.05 2.0a 1.95 1.90 1.85 1.86 1.85 1.80 1.80 1.80 1.85 1.86 1.80 1,80 1.80 1.80 1.75 1.75 1.80 1.80 1:80 1.80 1.75 -1.75 1.75 1.75 1.86 1.90 2.10 2.00 2.00 1.85 1.85 1.85 2 1.90 3 1.95 4 1.95 6 2.20 G 2.10 a '" 2.00 2.00 2.10 10 2.iP 11 12 2.05 2.00 13 14 15 16 2.00 2.90 11.50 12.00 17 12.60 IX 12.40 11.00 2U 10.20 21 22 9.20 8.00 Zi 24 '.!."> a; n 4.50 3.60 4.10 4.60 6.10 •2» 29 30 31 6.50 11.60 15.60 16.00 Digitized by Microsoft® 96 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Coosa Rvver at Riverside, Ala. — Continued. I Day. Jan. Feb. Mar. ( Apr. May. June. July. I Aug. Sept. Oct. Nov. Dec. 1902 6... 7... 8... 9... 10... 11... 12... 13... 14... IB... 16... 17.. 18... 19.. 20.. 21.. 22... 23.. 24.. 25.. 26 27 „.. 28 29 30 31 1903 11... 12... 18... 14- 15... 16... 17... 18... 19... 20... 21... 22.. 23... 24.. 25.. 26.. 27.. 28.. 29.. 30.. 31.. 15.70 10.40 13.30 13.35 15.10 14.60 15.30 14.40 16.10 14.00 14.50 13.40 I.S.IO 13.20 9.30 11.26 6.20 9.10 4.80 6.00 4.60 5.20 2.90 6.00 2.86 4.90 4.60 4.60 6.25 6.00 7.20 6.80 6.70 5.20 6.20 6.00 2.90 4.90 2.86 4.85 4.50 4.60 5.26 4.90 7.20 4.90 6.70 5.00 6.20 5.36 6.20 5.76 4.60 6.35 5.10 12.60 6.50 7 00 7.40 3.20 4.20 4.0C 3.90 4.60 3.85 5.60 5.40 5.66 6.30 B.60 9.40 6.35 11.30 5.10 15.20 4.50 14.80 3.50 14.20 4.20 15.10 5.00 16.00 6.90 16.76 6.60 14.80 6.30 14.10 6.30 14.00 4.45 17.25 3.90 16.40 3.60 15.50 3.40 14.40 3.26 14.20 2.9C 14.00 2.86 13.80 2.86 12.20 2.66 8.20 2.70 6.80 2.7( 6.40 2.9( 8.40 3.4( 3.60 3.90 16.00 16.40 16.20 14.90 15.60 16.00 14.90 14.10 13.00 9.90 8.10 6.90 6.65 6.40 6.20 7.20 9.00 9.90 10.20 9.40 8.20 6.90 5.90 5.40 6.46 5.30 6.20 8.90 13.30 17.30 16.50 12.90 14.30 14.60 14.60 14.65 15.16 15.00 14.60 13.40 10.90 9.30 9.60 9.70 11.60 11.56 10.80 9.30 7.90 6.86 6.20 5.70 7.10 9.10 10.20 11.00 11.65 11.90 11.65 •4< 16.60 14.80 14.60 14.40 12.70 8.90 6.40 7.20 7.60 7.70 7.00 6.20 6.70 6.30 4.86 4.70 4.60 4.90 4.95 6.36 6.00 4.90 4.50 4.30 3.90 3.70 3.70 3.60 3.50 3.40 13.40 13.60 13.76 13.66 13.50 12.80 10.50 7.76 8.90 9.70 8.80 7.40 6.60 8.90 10.10 10.36 10.00 8.10 6.70 6.30 6.60 6.10 4.80 4.75 4.66 4.66 4.50 4.40 3.36 3.26 3.20 3.30 3.40 3.20 3.10 3.00 2.90 2.76 2.70 2.66 2.76 2.80 2.86 2.65 2.60 3.30 2.90 2.60 2.60 2.45 2.40 2.40 2.35 2.30 2.25 2.25 2.20 2.20 2.20 4.20 4.00 3.85 3.80 3.60 3.50 3.45 3.40 4.00 4.10 4.00 3.66 3.35 3.60 8.70 7.90 6.30 6.25 4.06 8.90 3.70 3.20 3.10 3.00 2.90 2.90 2.90 2.70 2.15 2.10 2.05 2.00 2.00 1.90 1.90 1.85 1.80 1.80 1.80 2.20 2.20 1.95 1.85 1.80 1.80 1.86 2.20 2.00 1.95 1.90 1.90 1.85 1.86 2.00 1.90 1.86 1.80 1.75 6.10 7.80 7.60 6.90 7.00 9.30 8.60 10.05 9.00 7.30 5.60 4.80 4.40 6.00 4.40 3.90 8.60 3.40 3.10 2. 2.75 2.66 2.00 2.60 2.65 2.80 2.70 2.66 1.60 1.50 1.60 1.45 1.45 1.40 1.40 1.40 1.35 1.35 1.40 1.40 1.45 1.45 1.50 1.60 2.25 2.85 2.80 2.20 1.95 1.90 1.80 1.75 1.46 1.40 1.60 2.30 1.60 1.50 1.40 4.00 3.80 3.00 2.80 2.70 2.65 2.66 2.60 2.60 2.60 2.65 2.66 2.70 3.30 6.00 6.60 6.50 3.90 3.16 2.76 2.60 2.35 2.20 2.20 2.30 2.20 2.10 2.10 2.20 1.40 1.60 2.00 1.60 1.40 1.46 1.90 1.86 1.80 1.80 2.00 1.80 1.70 1.60 1.60 1.35 1.25 1.20 1.20 1.20 1.25 1.25 1.40 1.60 1.70 1.70 1.65 1.65 1.60 2.20 2.40 3.00 3.46 3.20 3.00 2.65 3.00 3.76 4.95 3.50 2.46 2.20 2.00 1.80 1.60 1.50 1.50 1.80 2.00 3.25 2.70 2.35 2.30 2.06 1.90 .1.75 1.66 1.60 1.40 1.40 1.35 1.30 2.40 2.00 1.50 1.40 2.00 1.80 1.40 1.60 1.60 1.40 1.40 1.46 1.40 1.40 1.30 1.26 2.00 1.65 1.50 1.20 1.10 1.15 1.25 1.25 1.20 1.35 2.00 4.00 3.50 3.40 1.26 1.25 1.80 1.40 1.30 1.25 1.26 1.20 1.20 1.20 1.16 1.15 1.10 1.10 1.20 1.26 1.26 2.00 2.05 1.80 1.60 1.85 1.25 1.20 1.20 1.16 1.16 1.20 1.80 1.20 2.60 2.26 2.00 1.90 1.80 1.76 1.70 2.00 1.76 1.60 2.40 4.00 3.80 3.25 2.66 2.50 2.40 2.10 1.90 1.75 1.60 1.66 1.46 1.36 1.30 1.80 1.80 1.25 1.26 1.26 1.20 1.10 1.05 1.10 1.10 1.20 1.20 1.20 1.15 1.20 1.60 1.80 1.90 1.85 1.70 1.60 1.60 1.30 1.25 1.20 1.20 1.15 1.20 1.25 1.40 1.60 2.00 1.8« 1.40 1.60 2.20 2.90 3.46 3.90 3.60 1.10 1.15 1.25 1.26 1.00 1.36 1.00 1.60 1.30 1.80 1.10 1.90 1.00 1.80 1.20 1.60 1.40 1.40 1.60 1.36 1.30 1.40 1.20 1.40 1.10 1.35 1.10 1.80 1.20 1.25 1.20 1.26 1.30 1.30 1.20 1.25 1.20 1.20 1.25 1.30 1.3f 1.80 1.25 1.85 1.20 1.30 1.15 1.80 1.05 1.40 1.0( 1.36 1.06 1.26 1.10 Digitized by Microsoft® GEOLOGICAL SURVEY OF ALABAMA. 3ULLET1X IT, PLATE HI. Dam and Fower House of Moxtgomeky Tallassee, Ala., on TALLAroosA River. Bank Below Dam. Tower Company, Above View From Right B. Interior of Power House of Montgomery Power Company, Above Digitize^Vy'l\^Mro^bft® Digitized by Microsoft® ■?^~^iTi^lS^-"-'*'''''^W''^ ■ > m P Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® eiEULOUICAL SrH\KY OF AI.Ar.AMA. LiLLLIil l.\ IV. 1 1. \ 1 L \ ; A. Lot K 1. Tomi;uii:ee River AVii'h Steamek ix Look. '"^>^C^-*.#^: SJ^g^ B. Look 2. ToiiiuGUEE River. Tow Roat Baliiwix With Coal IJaroes Coming C)rT of Look. Digitized by Microsoft® Digitized by Microsoft® GEOLOGICAL SUKVEY OF ALABAMA. BULLETIN 17, PLATE VIIL A. Lock 3. Tombigeee River, Looking Up Stream. B. Lock and Dam 5. Tombigeee River, Showing Apron of Derrick Stones Below Timber Crib Dam. Digitized by Microsoft® Digitized by Microsoft® CEOLOGICAL Slin KV OF ALABAMA. BULLETIN IT, rr.ATE IX, Lock 12, T.lack Wahhioe Riaer, .\t Ti S( aloosa. .Vl.ve.am >l. With 1*A('KET Boat ix I,ock, P>, I,oCK ANn Dam ],', Black Wakgior Bivek With Tow Boat tx' Lock. Digitized by Microsoft® Digitized by Microsoft® p PC g 3 o o h-1 a Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® p Digitized by Microsoft® Cdpa.'1m»f ''■ fj' '^a-biiry. Digitized by Microsoft® r Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® GEOLOGICAL SURVEY OF ALADAIIA. BULLETIN 17, PLATE XVI. A. Steamer Xigext Aekivinc at Tuscaloosa With Barges Carrying 1,200 Tons of Coal From JIulbeeey' Fork. B. SELF-PROinaLiNG Steel B.mxie No. 1. Leaving Lock 10. Black War- rior River With 735 Tons of Coal foe New ORLE.iNS. Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® Coosa River at Riverside, Ala. 9T Daily gage height, in feet, of Coosa River at Rircrside, Ala. -Continued. Day. 1904 Jan. 1.35 1.30 1.30 1.25 1.26 1.20 1.20 1.20 1.20 1.20 1.2S 1.30 1.30 1.30 1.40 1.46 1.50 1.80 1.90 2.10 2.25 2.50 4.45 5.10 6.00 4.30 4.00 3.70 3.30 2.65 2.30 4.2 4.0 3.8 3.4 3.0 2.25 2.6 2.96 3.1 3.5 4.0 6.3 11.5 12.8 13.0 12.6 11.1 8.3 6.2 4.6 4.0 3.6 3.2 3.0 2.9 2.7 2.6 2.6 3.0 3.2 3.2 Feb. 2.10 2.06 2.05 2.00 2.00 1. 1.95 2.76 3.35 3.66 4.05 3.96 3.70 8.35 8.05 2.90 2.30 2. 2.60 2.90 3.25 3.80 4.90 6.46 6.05 5.80 4.80 3.80 3.30 3.3 3.2 3.0 2.7 3.6 5.4 7.2 9.2 13.1 14.8 14.5 13.8 13.1 12.9 12.3 10.2 9.0 7.6 7.0 7.9 10.0 12.4 12.6 12.6 12.6 12.0 9.6 7.2 Mar. 2.90 2.60 2.46 S.60 2.85 3.06 3.90 4.30 4.80 5.20 4.80 4.30 4.30 4.30 4.06 4.00 3.90 3.70 3.80 3.80 3.50 3.20 3.30 5.30 6.10 6.85 6.20 5. 6.50 4. 4.40 5.6 4.9 4.4 4.0 3.8 3.7 3.6 3.6 3.5 3.8 4.6 4.9 4.9 4.6 4.2 3.8 3.6 3.3 3.2 3.1 6.6 6.9 6.4 6.7 6.4 4.8 4.2 3.8 3.1 Apr. 4.00 3.60 3.40 3.10 3.00 2.76 2.70 3.20 3.80 5.10 6.20 4.90 4.20 3.50 3.00 2.80 2.70 2.60 2.40 2.40 2.35 2.25 2.20 2.20 2.15 2.15 2.15 2.40 2.50 2.60 3.0 3.0 2.9 2.85 2.8 2.9 3.0 3.1 3.4 3.6 3.5 3.2 3.4 3.4 3.4 3.2 3.0 3.0 3.0 2.7 2.76 2.76 2.66 2.6 2.6 2.7 2.76 xtw^ May. 2.30 2.16 2.10 1.90 1.90 1.80 1.76 1.80 1.90 1.80 1.80 2.60 2.20 2.10 2.00 1.70 1.60 1.50 1.65 1.60 1.40 1.36 1.30 1.30 1.20 1.20 1.15 1.15 1.20 1.20 1.80 4.0 4.3 4.1 3.8 3.7 3.8 4.0 4.0 3.6 3.6 3.4 3.4 3.0 2.66 6.7 6.9 6.9 5.6 4.6 4.4 4.1 6.2 8.4 9.9 10.6 4.5 June. 2.30 2.70 2.80 3.00 2.66 2.06 1.70 1.66 1.65 1.95 2.00 1.70 1.50 1.30 1.15 1.15 1.05 1.05 1.05 1.00 1.00 1.00 1.00 1.40 1.50 1.40 1.20 1.00 1.60 2.25 3.9 3.4 3.0 2.7 2.66 2.45 2.4 2.3 2.26 2.16 2.1 2.06 2.0 2.0 2.0 2.1 2.26 2.46 2.45 2.6 2.66 2.8 2.8 3.1 3.2 3.3 3.0 2.8 July. 2.60 2.55 2.30 2.16 1.90 1.45 2.10 2.15 1.55 1.40 1.40 1.40 1.40 1.26 1.25 1.25 1.30 1.30 1.40 1.66 1.50 1.30 1.10 1.10 1.10 1.16 1.20 1.20 1.20 1.10 1.15 3.2 3.0 2.85 2.8 2.76 3.1 3.7 3.0 I 4.5 5.2 6.3 6.2 6.0 5.0 3.4 2.6 2.4 2.3 2.1 2.05 2.0 1.9 1.8 1.75 1.7 Aug. 1.16 1.36 1.60 2.60 2.80 3.00 3.80 4.20 3.80 4.85 6.25 5.40 4.15 3.20 2.70 2.55 2.30 2.16 1.96 1.76 1.66 1.50 1.46 1.36 1.30 1.25 1.25 2.00 1.90 1.56 1.40 2.05 2.1 1.9 1.6i 1.5 1.6 1.6 1.45 1.45 1.6f 2.7 3.1 3.5 4.1 5.1 4.7 5.1 6.2 5.0 4.7 3.7 3.0 2.5 2.3 2.05 2.0 2.0 2.0 2.0 2.0 1.9 Sept 1.20 1.20 1.20 1.10 1.00 1.00 1.00 1.00 1.00 1.00 .96 .96 .86 .80 .70 .60 .60 .60 .60 .60 .90 .90 .75 .60 .60 .55 .65 .65 1.76 1.6 1.6 1.8 2.0 2.06 2.1 1.8 1.4 1.4 1.3 1.26 1.2 1.4 1.9 2.25 2.05 1.8 1.25 1.2 1.15 1.15 1.15 1.15 1.15 1.1 1.0 1.0 1.0 1.0 Oct. 0.60 .60 .50 .50 .50 .55 .60 .60 .66 .80 .50 .50 .50 .45 .40 .40 .40 .40 .40 .36 .36 .35 .35 .35 .36 .36 .36 .35 .35 .35 .35 1.0 1.2 1.5 1.85 1.8 1.65 1.6 1.5 1.45 1.65 1.76 2.4 2.6 3.0 3.1 2.8 2.2 2.2 2.1 2.1 1.8 1.5 1.45 1.4 1.3 1.3 1.3 1.3 1.3 1.46 1.6 Nov. 0.35 .40 .46 .60 .66 .70 .75 .75 .76 .70 .70 .70 .66 .65 .65 .60 .70 .70 .65 .65 .65 .70 .75 .75 .75 .76 .75 .80 .80 .80 1.6 1.46 1.4 1.4 1.3 1.2 1.2 1.2 1.2 1.25 1.4 1.4 1.3 1.3 1.35 1.3 1.25 1.2 1.2 1.2 1.2 1.16 1.2 1.4 1.5 1.35 1.3 1.25 1.6 1.5 98 Water Powers of Alabcuma; Second Report. Daily gage height, in feet, of Coosa River at Riverside, Ala. — Continued. Day. Jan. Feb. Mar. April May June July Aug. Sept Oct. Nov. Dec. 1906 1 4.9 4.4 6.0 8.8 10.4 11.7 11.9 10.7 7.3 6.1 6.8 5.6 6.6 B.4 5.2 5.2 6.1 5.1 5.1 6.0 4.8 6.6 7.0 8.9 10.4 11.1 10.2 9.1 8.0 6.4 6.2 n.7 12.6 12.2 11.4 10.1 8.2 6.0. 6.3 4.9 4.6 4.4 4.3 4.2 4.0 3.8 3.05 3.65 3.5 3.45 3.4 4.2 4.2 4.2 3.85 3.65 3.4 3.3 3.25 3.2 3.2 3.4 5.6 5.2 4.8 4.6 4.4 4.0 3.6 3.6 3.6 3.4 3.2 3.1 3.05 3.0 3.0 3.0 2.9 2.8 2.7 2.65 2.5 2.5 2.7 3.1 3.4 3.25 3.1 3.0 7.1 9.3 10.1 10.6 11.5 n.o 10.6 9.8 8.2 6.6 5.8 6.3 4.9 4.8 4.4 4.1 3.95 3.8 3.7 3.0 3.55 3.5 3.5 3.6 4.8 5.7 6.8 8.1 7 2.8 2.8 6.0 8.5 8.9 8.3 7.1 6.0 5.2 4.9 5.2 4.7 4.2 3.8 3.6 10.5 12.9 13.5 16.1 19.8 18.4 17.1 16.1 15.3 14.9 13.9 10.2 11.8 12.3 12.2 11.2 9.8 12.6 14.0 14.0 13.5 12.8 11.3 9.4 6.7 6.0 S.8 S.4 4.9 4.7 4.7 4.6 4.6 4.5 4.6. 4.2" 4.0 3.9 3.8 3.7 3.65 3.4 3.35 3.2 3.1 3.1 ^3.1,. 10.8 10.6 9.3 8.4 6.9 6.0 5.5 5.1 4.8 5.6 5.6 6.6 6.1 5.4 4.9 4.4 4.3 4.3 4.2 3.96 3.7 3.6 3.5 3.4 3.3 3.2 3.1 3.0 3.0 3.15 3.3 3.15 3.0 3.0 3.2 3.4 4.0 3.9 4.2 4.2 3.6 3.2 2.85 2.7 2.66 2.65 2.6 2.4 2.36 2.3 2.3 2.25 2.2 2.16 2.15 2.1 2.1 2.15 2.75 3.65 2.95 4.9 4.4 4.0 4.0 4.0 4.1 4.7 6.2 6.4 5.6 ■5.8 5.9 5.5 6.0 7.5 10.4 11.0 10.4 8.2 5.4 5.1 4.4 4.0 3.8 4.2 4.6 5.3 4.4 4.2 4.1 2.56 2.36 2.3 2.5 2.75 2.86 2.85 2.9 2.95 2.76 2.25 2.0 2.0 2.0 5.2 , 8.6 9.5 9.0 7.6 6.9 4.2 3.5 3.1 2.85 2.6 2.6 2.8 3.7 3.35 2.95 2.6 2.35 2.25 2.4 2.5 2.5 2.6 3.2 3.2 3.3 2.66 2.66 2.55 2.8 5.8 7.5 7.4 10.6 12.3 12.9 12.1 11.2 10.3 9.0 7.4 7.2 6.9 4.7 4.0 6.0 6.4 3.25 3.25 3.25 3.0 2.65 2.5 2.35 2.2 2:1 2.05 Z.O 2.0 2.0 2.75 3.6 3.4 3.4 3.26 2.9 2.4 2.5 2.65 2:35 2.16 2.0 1.95 1.9 2.2 2.5 2.8 6.0 6.5 4.9 4.6 5.0 5.4 6.1 5.2 4.8 4.3 3.7. 3.7 3.9 3.5 3.5 4.2 4.1 4.0 4.0 4.4 4.9 3.9 3.6 3.3 3.1 3.45 3.45 4.0 4.6 3.8 3.65 2.5 2.35 2.2 2.0 1.9 l.'g 1.6 1.55 2.4 2.4 3.0 3.0 2.75 2.6 2.3 2.0 2.9 2.8 2.7 2.6 2.6 2.5 2.45 2.5 2.6 2.7 2.4 2.2 1.96 ].75 1.55 3.8 4.1 4.4 4.B 4.2 3.7 5.3 4.6 4.5 4.4 5.4 4.9 4.4 3.9 3.85 3.7 3.2 2.8 2.46 2.45 4.0 4.9 4.6 4.0 3.8 3.9 3.45 3.3 3.3 5.3 7.5 11.5 12.4 12.5 12.3 12.0 11.0 9.6 8.3 6.3 5.5 4.8 4.2 3.9 3.56 3.3 3.2 3.2 6.0 8.6 9.4 8.2 6.2 4.9 4.0 8.66 3.6 3.36 3.16 3.05 2.95 2.65 3.25 4.0 3.1 2.45 2.2 2.0 2.0 2.05 2.05 2.0 1.8 1.75 1.65 1.55 1,45 1.4 1.4 .1.35 1.35 2.35 1.36 1.35 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.5 2.86 2.8 2.8 2.7 2.6 2.65 2.6 2.46 2.4 2.4 2.4 2.35 2.3 2.3 2.35 2.5 2.6 2.76 7.7 10.9 12.6 12.9 12.8 12.7 12.4 12.1 10.8 9.4 6.1 4.1 1.55 1.6 1.4 1.4 1.45 1.5 1.45 1.4 1.4 1.4 1.4 1.9 2.85 2.35 2.15 1.95 1.9 1.85 1.95 2.1 2.«5 3.75 6,1 8.5 i.2 9.3 8.8 7.2 5.9 5.1 3.8 2 3.6 8 3.4 4 3.3 6 3.26 6 3.2 7 3.15 8 3.1 9 3.05 10 3.45 11 4.8 12 6.0 ■ 13 6.8 14 5.5 16 5.0 16 4.1 17 4.0 18 4.4 19 4,9 20 6.7 21 6.2 22 5.9 23 5.4 24 5.0 25 .... 4.1 26 4.0 27 3.95 28 3.9 29 4.6 30 5.0 31 9.6 iBor. 3.1 3.25 3.5 3.6 3.6 3.6 3.75 4.0 4.2 4.2 3.85 3.6 3.3 3.3 3.4 3.4 3.4 3.35 3.6 3.7 3.7 3.65 4.0 4.5 5.8 6.1 6.2 5.9 4.8 4.9 7.8 8.8 8.8 7.8 6.3 4.9 4.2 3.75 3.46 3.2 3.5 4.0 4.3 3.9 3.35 3.35 3.45 3.0 2.06 2.65 2.46 2.35 2.35 2.36 2.35 2.6 2.8 2.95 3.3 3.6 1.55 1.55 1.5 2.0 2.75 2.2 1.9 2.0 2.15 2.0 1.75 2.0 2.25 1.95 1.8 1.7 1.65 1.5 1.3 1.25 1.2 1.9 3.6 7.0 7.1 6.2 4.4 3.7 2.9 2.75 4.3 i "".:.::.'.:. 3. 85 ' 3 3.45 3,2 2.85 6 7 . . ■ 2.65 2.5 g 2,45 2.4 10 3.1 12 3 7 13 14 4.2 5 Itl 5 7 17 18 . . .. 5.9 6 4 19 4.0 3 75 21 22 23 3.5 3 4 24 25 2B 27 5,3 5,2 28 29 ... . .■i.O 5,1 6,1 8.4 30 31 Coosa River at Riverside, Ala. yg Daily gage height, in- feet, of Coosa River at Riverside, Ala. — Continued. Day. Jan. Feb. Mar. April May June July Aug. Sept. Oct. Nov. Dec. 1908. 1 ..... 9.6 10.4 10.2 8.6 6.8 7.2 8.0 8.4 7.8 7.0 ■ 6.1 6.4 6.5 6.5 6.6 6.6 6.0 6.6 5.2 5.0 4.8 4.4 4.2 4.0 3.85 3 7 3.55 3.4 3.35 3.35 3.35 3.0 2.9 2.95 3.15 4.2 5.8 7.0 8.4 7.1 6.2 4.8 4.1 3.7 3.8 4.8 5.1 7.2 ■ 8.8 . 9.6 9.4 8.4 0.8 5.2 4.4 4.0 l.i 3.3 3.2 3.15 3.0 6.6 7.6 8.4 8.2 7.0 0.16 5.8 5.6 5.4 5.4 7.9 9.7 U.l 12.0 14.3 14.6 14.4 i.ro 13.7 12.4 9.9 8.0 6,3 J 9 6.6 6.8 6.6 7.0 2.75 2.65 2.5 2.45 2.4 2.45 3.65 4.2 4.5 6.1 7.8 9.6 10.4 11.8 13.2 14.1 13.9 13.6 13.4 13.2 12.8 11.2 10.2 11.3 13.0 13.2 13.0 12.7 6.2 6.6 6.2 0.3 6.9 6.4 5.0 4.8 4.4 4.1 4.0 4.0 4.0 4.2 4.4 4.3 4.2 4.0 3.9 3.9 5.2 0.3 8.0 12.1 13.0 13.2 13.0 12.6 11.1 9.0 6.0 12.6 12.0 10.8 9.2 7.6 5.6 6.0 6.6 7.2 10.2 12.6 14.2 17.4 19.6 19.6 18.6 17.7 17.8, 17.6 17.6 18.3 17.7 16.6 15.0 11.2 8.8 8.5 8.3 7.9 8.4 8.6 6.6 5.1 4.8 4.5 4.2 4.2 4.2 4.4 4.7 4.4 4.1 3.8 3.65 3.5 3.4 4.7 6.2 6.0 •0.6 6.5 7,2 7.4 6.6 6.4 6.0 7.2 8.1 8.3 8.0 6.0 7.9 6.2 5.2 4.8 4.6 4.8 4.8 5.1 6.0 6.1 5.8 5.2 4.8 5.4 5.8 6.2 5.8 5.0 4.4 4.2 4.0 3.8 5.2 7.0 8.4 11.2 11.8 11.5 9.0 8.4 4.8 4.4 4.2 4,0 3.95 4.0 4.7 4.9 5.0 6.2 5.1 4.2 3.8 3.5 3. 45 3. 46 3,35 3.. 35 3.7 3.7 3.0 3.45 3,45 3.25 3.0 2,85 5,35 4.5 4.9 4,0 3,X,") 11.4 12.0 , 12.4 12.2 11.0 9.2 7.4 0.4 5.2 6.2 5.2 6.4 6.0 5.2 4.4 4.2 5.0 4.8 4.6 ,4.6 6.6 7.5 7.4 6.6 6; 2 6.2 6.0 5.8 5.0 4.6 4.4 . 3.7 3.3 2.95 2.7 2.45 2,6 2,75 3.1 3,0 2.9 2.8 2,7 2.6 2.6 2,6 2.6 2.6 2.5 2.45 2.4 2.25 2.1 2.1 2.35 2.5 2.6 , 2.35 2.15 2.0 1.9 4.0 5.0 5.6 10.8 12.6 13.6 13.2 13.0 12.4 12.0 10.4 8.0 7.4 7.0 6.8 5.4 5.0 5.0 4.6 4.2 4.4 6.0- 6.2 6.8 7.6 8.2 7.4 6.4 6.6 6.6 1.75 1.7 1.66 1.7 1.7 1.7 2.1 3.8 4.4 3.6 2.85 3.05 3.6 3.1 2.85 •2.23 2.0 l.lS 1.8 1.75 1.7 1.66 1.6 1.6 1.65 1.65 1.55 1.6 1.43 1.55 6.6 5.0 4.8 4.2 3.8 3.4 3.3 3.9 6.0 6.0 7.0 6.1 4.8 4.4 4.0 4.2 4.4 3.6 3.3 3.3 3.0 2.8 2.8 2.7 2.6 3.1 3.1 2.7 2.4 2.8 2.9 1.56 1.55 1.5 1.45 1.45 1.45 1.85 2.55 2.7 2.85 3.06 2.95 2.6 I 95 1.7 1.55 1.46 1.36 1.35 1.5 1.03 1.95 2.05 2.05 3.35 3.7 3.35 3.25 2.95 2.55 I.85 4.2 4.9 7.9 8.1 8.6 9.4 10.1 8.8 5.8 4.4 4.1 3.8 3.3 1:1 3.6 3.4 3.1 3.0 2.7 2.6 2.3 2.2 2:1 2.0 1.9- 1.9 1.9 1.8 1.9 2.6 1.65 1.56 1.46 1.35 1.25 1.85 2.4 3.9 4.1 3.05 2.1 1.75 1.6 1.45 1,.35 l.-iS 1.35 1.3 1.2 1.2 1.15 1.16 1.16 1.15 1.15 1.2 1.16 1.1 1.05 1.0 3.5 3.4 2.6 2.6 2.6 1.9 1.8 1.9 1.9 1.8 1.95 2.0 1.9 1.9 1.9 1.9 1.8 1.7 1.9 2.0 2.0 2.0 2.0 1.9 2.0 2.2 2.4 2.0 , 1.7 1.6 .96 .95 .95 .95 .95 .9 .9 .9 1.06 1.15 1.85 2,1 2 95 2,25 1.85 1,25 1.25 1.25 1.15 1.15 1.1 1.1 1.1 1.05 1.0 1.0 1.0 1.05 1.15 1.16 1.1 1.5 1.7 1.6 1.4 1.4 1.35 1.3 1.3 ,1.3 1.3 1.3 1.3 1.3 1.2 1.6 1.7 4.7 6.2 3.8 2.4 2.1 1.9 1.7 1.7 1.7 1.6 1.5 1.5 1.4 1.4 1.4 1.15 1.25 1.55 1.05 1.7 1.7 1.6 1.55 1.45 1.35 1.25 1.2 1.15 1.1 1.1 1.1 1.15 1.2 1.2 1.2 1.15 1.15 1.15 1:15 1.1 1.05 1.05 1.15 1.16 1.16 1.4 1.4 1.3 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3.. 1.3 1.3' 1.3 1.3 1.3 1.3 1.35 1.4 1.4 1.4 1.4 1.4 1 4 1 25 2 . 1 65 3 ;: 2.06 5 ,. 6 2.75 2.95 7 6.8 8 ;. 9 .. ... 10.6 11.7 10 11.8 11 no 12 8.7 13 ... 6.7 14 4.2 15 . :i.35 16 3.1 17 2.8 18 2.55 19 2.4 20 2.45 21 22 ■23 2,85 3,05 5.2 8.2 25 28 27 8.7 8.0 0.1 28 4.8 29 4.7 .30 . . - 4,6 31 4.2 1909 1.. ...=....;.... 1.4 2 1.4 3 1.4 4 1.5 5 1.5 C 7. 1.5 1.7 8 9 10 11 12 . .. 2.1 4.3 5.6 4.5- 4.0 13 3.4 14 3.4' 4.7 16.: 17 18 5.0 4.8 4.0 19 20 21.. 22 23 24 25 26 ... .- 27 3.2 2.8 2.1 2.1 2.5 2.5 3.0 3.2 3.6 28 3.5 29 3.0 30 31 2.1 2.0 Digitized by Microsoft® 100 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Coosa River at Riverside, Ala. — Continued. Day. Jan. Feb. Mar. April May July Aug. I Sept. Oct. Nov. 1910 2.0 2.0 2.0 2.0 2.2 2.2 3.6 5.0 6.8 5.4 4.7 4.0 3.3 3.0 2.7 2.9 3.0 2.8 2.8 3.0 3.1 3.5 3.4 3.3 3.5 3.5 3.7 3.7 3.6 3.5 2.0 3.3 8.0 10.0 12.0 12,2 12.0 10.1 8.6 5.9 4.5 4.0 3.« 3.2 3.0 2.8 3.8 2.7 2.0 2.5 2.3 2.2 2.2 2.2 2.2 2.1 2.1 2.2 2.1 3.5 3.3 3.0 2.8 2.7 2.7 2.7 2.6 2.5 2.4 2.4 2.3 3.0 3.4 3.4 3.3 3.3 7.1 8.3 9.7 8.2 6.7 6.7 6.3. 4.9 4.6 4.4 2.2 2.1 2.0 2.2 2.2 2.2 2.9 3.1 3.7 5.1 5.8 6.0 8.2 6.9 7.1 6.2 6.2 4.4 4.1 4.1 4.1 4.3 4.7 4.6 3.9 3.5 3.1 3.0 6.1 7.3 8.8 8.7 7.5 6.3 5.5 4.7 4.2 4.0 4.7 5.3 5.0 4.7 4.1 3.8 3.6 3.2 3.0 3.0 2.9 2.8 2.7 2.7 2.6 2.5 2.5 2.3 2.3 2.3 2.3 3.4 3.8 3,7 3.6 3.5 3.2 3.0 2.7 2.7 2.6 2.6 2,5 2.4 2.-4 2.3 2.3 2.2 2.2 2.1 2.2 2.4 3.1 2.9 2.7 2,4 2,9 3,9 6,0 4,8 4,3 2.2 2.2 2.2 2.2 2.1 2.1 2.0 1.9 1.9 1.9 1.9 2.0 2.0 2.0 2.1 2.2 3.5 6.0 4.2 4.0 3.6 3.1 3.0 2.8 2.7 2.6 2.6 2.6 2.4 2.4 3,85 3,2 2.86 2.65 3.86 6.8 9.4 10.8 14.2 14.5 14.4 14.0 13.6 13.0 12.0 10.1 8.4 7.2 5.6 5.4 6.1 6.8 6.fr 6.0 6.1 4.2 3.85 3.7 3.8 3.35 2.4 2.4 2.4 2.3 2.3 2.2 2.2 2.2 2.3 2.8 3.6 6.6 6.0 4.6 2.8 2.6 3.6 60 8.6 10.2 11.3 12:1 12.8 12.2 11.9 11.0 10.0 8.4 6.9 6.5 3.15. 3.16 3.06 3.05 2.95 2.85 2.76 2.66 2.66 2.46 ?,46 2,36 2,36 2.25 2.15 2.05 1.95 1.85 1.85 1.75 1.95 2.25 3.66 3.66 3.96 3.76 3.55 3.05 2.76 2.26 2.06 4.-0 3.6 3:1 2.9 2.0 3.0 4.3 5.8 6.9 6.0 6.7 6.5 6.4 6.4 6.2 6.0 4.8 4.0 3.8 3.8 3.8 4.0 3.8 3.4 3.0 3.2 4.5 5.0 7.0 1.96 l.«5 1.86 1.76 1.76 1.'76 1.65 1.75 1.65 1.66 1.66 1.65 1.45 1.36 1,25 1.25 1.25 1.16 1.15 1.35 1.75 1.95 1.96 1.76 1.66 1.65 1.46 1.75 1.95 2.15 6.9 8.6 10.3 11.9 11.3 10.6 10.3 .10,9 10.7 9.3 8.6 8.4 7.8 7.6 6.8 6.7 6.0 6.6 4.2 3.7 3.6 3.6 3.6 3.4 3.4 3.3 3.2 3.0 3.0 3.0 2.9 2.J0 1.9 1.8 1.8 1.7 1.6 1.6 1.8 1.7 1.8 1.9 2.1 2.6 2,3 2,7 2,6 3,4 3,7 4,6 3,9 3,0 2,8 2.9 3.2 3.5 3.9 3.6 3.2 2.0 2.6- 2.8 2.8 2.8 2.8 2.7 3.0 4.1 6.0 6.0 4.6 8.7 3.0 2.6 2.5 2.6 2.6 2.4 2.3 2.2 2.1 2.2 2.2 2.1 2.0 2.0 2.0 1.9 1.9 2.0 2.0 2.1 2.6 3.2 4.2 5.2 5.3 4.1 3.9 3.1 2.0 2.6 2.8 2.7 2.5 2.4 2.6 2.6 2.6 2.6 2.7 3.3 2.0 2.7 2.6 2.3 2.1 2.0 1.9 1.1 1.0 1.0 1.0 2.2 2.5 3.0 3.6 4.0 4.2 4.5 4.0 3.2 2.9 2.6 2.3 2.0 1.7 .1.6 1.6 1.5 1.4 1.4 1.4 1.35 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.0 1.0 1.0 1.0 l.Q 1.2 1,2 1,2 1,0 1,0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.3 1.3 1.4 1.4 1.5 1.8 1.8 2.1 2.1 2.0 2.0 1.8 1.7 1.6 1.6 1.6 1.6 1.4 1.4 1.36 1.3 1.3 1.2 1.2 1.2 1.1 1.1 1.1 l.-l 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 LO 1.2 3,0 3,0 1.9 1.3 1.3 1.3 2.2 4.8 5.3 4.2 2.3 1.6 1.4 1.2 1.2 1.2 1.0 1.0 1.0 10 1.0 1.0 1.0 1.0 1.0 "..1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1:1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.15 1.2 LO 1.0 1.0 1.0 1.0 1.0 1.0 1.1 3.4 4.6 6.4 4.6 3.7 3.2 3.0 3.0 2.8 2.6 2.6 2.6 2.5 2.4 2.4 2.0 2.0 2.0 2.0 ZO 1.8 Digitized by Microsoft® Coosa River at Riverside, Ala. 101 Daily gage height, in feet, of Coosa River at Riverside, Ala. — Continued. 1 Day. Jan.! Feb.] Mar. 1 April May June 1 July Aug.l Sept. Oct. \ Nov. Dec. 1912 i".............'. 9.0 8.3 7.8 7.2 e.3 5.3 4.6 S.5 7.6 8.0 7.8 6.9 6.0 5.0 4.6 ^1 3.5 3.4 3.4 4.0 4.0 3.8 3.5 3.2 3.0 3.0 3.2 6.3 9.2 U.4 4.0 J- 2 i.9 4.4 4.6 4.7 4.6 4.5 4.3. 4.3 4.1 4.5 5.4 6.2 6.6 5.9 5.0 4.6 5.5 5.7 5.6 5.5 4.1 5.0 7.0 7.9 10.3 12.4 12.7 . 12.6 . 12.2 11.6 11.3 10.0 8.0 6.0 4.8 4.4 4.0 3.8 3.8 4.0 4.0 4.0 4.2 6.2 8.8 10.8 11.3 11.2 10.4 9.0 9.0 9.6 11.0 11.6 12.6 14.3 14.2 13.9 U.2 11.0 8.3 8.6 8.8 8.2 7.3 S.0 5.2 5.0 4.6 11.0 13.4 13.6 13.2 11.7 9.0 7.0 5.7 5.5 6.2 7.3 7.5 7.8 7.0 5.9 6.4 13.2 13.6 13.2 11.6 9.7 7.2 .7.6 8.2 8.6 9.0 8.6 8.0 7.6 7.0 l\ 14.2 14.3 14.0 13.6 12.0 10.0 8.8 8.6 10.3 12.? 12.4 12.0 11.6 15.0 16.0 16.0 14.2 14.4 13.7 13.2 12.4 9.7 7.6 6.0 5.5 6.8 7.6 8.0 8.9 12.0 14.4 14.5 14.4 14.0 13.7 13.6 13.8 14.0 12.1 10.6 9.0 7.9 9.2 12.0 12.9 13.2 12.8 16.5 16. S 16.0 ili 13.6 11.4 8.2 6.0 6.6 6.4 6.2 5.0 6.0 4.8 «.o 9.0 9.4 9.2 8.6 7.6 10.6 12.6 12.6 11.8 10.8" 10.0 10.5 10.7 12.0 12.0 10.8 8.5 6.2 5.8 5.4 5.0 4.8 4.5 4.5 4.4 4.4 4.3 4.4 4.4 3.9 4.0 4.0 3.7 3.6 3.5 3.4 3.2 3;3 3.2 3.3 3.4 3.3 3.2 3.2 ...... - 11.2 10.4 9.3 8.0 6.8 6.4 6.4 7.1 8.2 8.3 , ?-3 6.1 6.4 5.0- 4.8 4.4 4.2 4.0 3.8 3.7 i\ 3.3 3.0 2.8 2.8 2.8 2.9 3.0 5.4 8.0 3.0 3.0 2.9 2.8 2.7 2.5 2.6 2.6 2.5 2.7 2.3 2.7 2.6 It 2.4 2.4 2.4 2.3 2.4 2.4 2.4 2.5 3.8 4.2 5.2 5.2 5. a 3.9 3.2 2.S 9.0 7.8 5,3 4.2 4.0 4.0 4.0 3.8 3.7 3.6 3^3 3.0 3.0 3.5 4.2 6.8 7.8 6.8 6.6 4.0 i.i 3.0 3.0 3.0 3,0 X2 4.0 5.8 6.9 5.9 '2.7 Z7 3.2 3.2 3.4 3.4 3.5 3.3 3.9 3.8 3.8 4.2 3.6 3.0 2.5 2.3 2.2 2.1 1.9 2.0 1.9 1.8 1.7 2.0 2.4 2.2 2.» 2.0 1.7 1.8 4.2 4.2 4.3 4.8 5.4 6.0 7.0 7.4 6.5 5.0 4.7 6.6 6.9 7.6 7.0 5.8 6.0 4.8 4.6 4.5 5.2 6.8 4.4 4.p 3.6 3.4 3.4' 3.0 2.8 2.6 2.5 2.2 2.2 2.1 2.0 1.8 1.6 1.6 1.6 1.5 1.6 1.5 1.5 1.4 1.6 1.8 2.1 2.3 2.0 1.7 L6 1.5 L4 1.2 1.7 1.7 1.7 L8 2.4 3>5 4.4 3.6 2.5 2.5 2.5 . 2.5 2.5 2.3 2.2 2.2 2.4 3.6 6.6 7.5- 6.5 5.0 3.6 3.0 3.0 4.0 3.8 3.6 3.4 3.4 3.2 11 3.0 3.0 2.8 2.6 2.2 2.2 3.4 3.0 2.7 2.4 2.2 1.9 L8 1.7 2.9 3.3 3.0 2.6 1.9 1.8 1.8 1.6 2.0 2.5 2.2 2.0 1.8 1.6 1.5 1.7 1.7 1.5 1.5 1.3 1.2 1.2 La a.b 2.0 1.8 1.8 1.8 1:1 1.8 1.8 l.g 1.8 1.8 1.7 1.7 1.6 1.6 i.e i:S 2.» 2.6 2.0 2:3 2.4 4.3 5.3 4.8 3.3 2.6 2.0 1.2 1.3 1.3 1.3 .1.2 1.1 1.2 .95 1.0 .95 1.0 .95 .9 .85 .8 .75 .85 .95 1.0 .95 ,95 • .95 1.2 1.2 1.4 1.3 1.3 1.2 1.3 5.3 2.0 1.9, 1.8 2.2 2.0 2.6 3.0 3.2 2.4 2.0 1.8 1.7 1.8 2;o 2.2 2.0 1.9 1.8 2.7 2.8 3.8 4.8 4.4 3:0 .2.8 2."2 2.0 2.0 1.8 1.8 1.7 5.3 6.2 5.1 3.3 3.0 1.9 1.8 1.4 1.2 1.2 1.1 1.0 1.0 .95 1.0 .95 1.0 1.0 1.0 1.0 1.0 1.4 1.5 1,4 1.2 1.1 1.0 1.0 .95 .95 . 1.0 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 2.4 2.6 2.3 2.0 l.g 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.5 l\ 1.9 .95 LO .95 1.0 .95 1.0 .85 .9 1.2 1.3 1.1 1.2 1.0 1.0 .95 ,95 1.0 1.0 1.0 i;o 1.0 1.0 1.0 1.0 LO .9 .9 .9 1.2 1.5 1.5 3 1.5 4 1.5 i 1.8 6 7 4.0 47 8 9 4.7 4.4 10 i,a n 3.4 12 3.0 13 2.6 14 2.0 2,0 2.0 17 2.0 2.1 19 2.3 2.S 2.6 22 23 2.8 24 3.6 4.3 27 4.5 4.3 3.7 3.7 29 31 1913 1 2 3.S 4.8 3 5.0 3.8 5 3.3 « 2.6 2.2 8..: 2.0 2.0 10 2.2 11 2.2, 12 13 ?"S 15 16 1.8 1.8 17 1.6 1.4 21 U4. 1.4 23 .. 1,5 1.6 24 28 2.4 2.5 2.8 '2.8 3.6 4.0 27 . ..^ 29 31. ,. Digitized by Microsoft® 102 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Coosa River at Riverside, Ala. — Continued. Tlay. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1 1914 1 4.2 4.2 3.8 3.7 3.6 3.4 3.2 2.8 2.6 2.4 2.3 2.2 2.0 1.8 1.8 1.8 1.7 1.6 i.e 1.7 1.6 l.B l.B 1.4 l.B 1.6 1.7 1.8 1.8 1.8 2.4 4.0 B.2 6.0 4.6 3.6 3.0 3.4 B.O 6.0 6.0 5.2 4.2 3.8 4.2 4.0 3.8 3.6 3.5 3.4 8.2 3.0 3.0 2.9 2.8 3.0 3.2 3.0 2.8 2.7 2.7 2.6 2.6 2.4 2.2 2.2 2.2 2.0 2.0 2.0 2.5 2.6 3.0 3.0 3.2 3.0 2.8 2.6 2.B 2.4 2.B 2.6 2.7 2.6 2.6 2.5 2.4 2.4 2.6 3.0 6.6 7.6 7.0 6.6 4.8 4.2 4.5 B.6 6.2 6.3 6.4 5.6 4.5 5.5 8.8 11.8 11.8 11.6 10.2 8.0 5.2 5.4 B.6 6.0 4.8 4.0 4.0 3.8 3.6 3.2 3.0 2.4 2.8 2.7 2.6 2.2 2.4 2.8 3.2 3.0 2.8 2.8 2.6 2.5 2.4 2.0 1.8 1.8 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.6 1.4 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.6 1.8 1.8 1.6 l.B 1.4 1.3 1.3 1.4 1.4 1.6 1.8 1.6 1.4 1.4 1.4 1.5 1.4 1.3 1.3 1.2 1.0 1.0 .8 0.8 0.8 1.0 1.0 1.2 1.2 1.2 1.2 1.2 1.0 1.0 1.4 2.0 2.0 1.8 1.6 1.4 3.8 5.4 5.6 5.0 3.8 2.6 2.0 1.6 1.6 1.6 1.4 1.8 2.2 2.2 1.8 1.8 1.8 1.8 1.6 1.6 1.4 1.4 1.4 1.4 1.6 2.0 3.2 4.2 3.8 3.6 3.0 2.8 2.0 1.8 1.6 1.3 1.3 1.3 1.4 1.6 l.B 1.6 1.8 1.8 1.8 1.7 1.6 1.6 1.4 1.3 1.2 1.0 1.0 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .7 .7 1.2 2.2 1.7 1.4 1.3 1.2 1.2 1.0 1.0 1.0 0.9 .8 .8 .7 .7 .7 .7 .85 .9 1.1 1.6 1.8 1.6 1.6 1.8 2.0 4.5 6.9 5.3 3.9 2.6 1.9 1.6 1.4 1.3 1.2 1.0 1.0 1.0 .85 .8 0.8 .8 .8 .8 .8 .8 .8 .8 .8 .85 1.1 1.6 1.4 1.2 1.2 l.B 2.1 2.6 2.6 2.1 1.8 1.6 1.4 1.2 1.0 .96 .9 .9 1.3 1.9 1 6 2 24 3 3 1 4 3.9 6 6.6 6 8.0 7 .. .. 9 4 8 9 3 9 7.6 10 5.6 11 4.3 12 3.0 13 2.9 14 . 3.6 IB 3.8 16 3.6 17 3.4 18 2.9 19 2.6 20 2.3 21 2.4 22 2.5 23 2.7 24 3.3 25 ... 4.6 26 6.9 27 11.0 28 11.6 29 . 15.2 SO 12.9 31 12.B Daily gage height, in feet, of Coosa River at Riverside, Ala. — Continued. Date. 10.. 11.. 12.. 13.. 14.. IS.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 26.. 26.. 27.. 28.. 29.. 30.. 31.. Jan. 11.6 9.6 6.6 5.2 4.6 4.8 7.7 8.8 9.6 8.9 7.8 6.9 6.4 6.4 6.5 6.2 6.1 6.6 7.1 7.7 7.9 7.4 6.4 6.6 6.1 7.4 8.3 7.8 7.1 6.2 6.1 Feb. 7.3 12.0 13.8 14.1 14.0 14.0 12.8 11.6 9.0 7.0 6.0 6.4 4.7 4.6 5.2 6.0 6.6 7.0 6.7 6.4 5.0 4.6 4.2 5.3 6.2 7.6 6.9 6.6 Mar. 6.0 5.3 4.9 4.5 6.6 7.4 8.6 8.1 7.4 6.6 5.8 6.1 4.4 4.4 4.3 4.1 4.0 3.8 3.6 3.6 3.9 4.2 3.7 3.B 3.4 3.4 3.4 3.3 3.4 3.6 3.5 Apr. 3.4 3.4 3.4 3.4 3.3 3.2 3.0 3.0 2.8 2.8 2.6 2.6 2.6 2.5 2.4 2.4 2.4 2.4 2.3 2.3 2.3 2.3 2.3 2.2 2.1 2.1 2.1 2.0 2.0 2.0 May. 2.0 2.0 1.8 1.8 1.8 1.8 4.6 9.9 10.4 10.0 8.8 7.6 6.0 4.9 4.5 4.2 3.7 3.6 3.2 2.7 2.4 2.3 2.2 2.2 2.0 2.0 2.0 2.4 8.1 3.2 2.7 Juije. 2.6 2.4 2.2 2.2 2.2 2.2 2.2 2.3 2.2 2.2 2.1 2.0 2.0 2.2 2.8 3.2 2.9 2.8 2.8 2.6 2.4 2.0 1.8 1.6 1.6 1.6 1.5 1.5 1.8 1.8 July 2.9 3.0 3.2 4.4 5.6 6.1 6.2 5.9 4.9 4.6 3.9 8.6 3.4 3.4 2.9. 2.9 2.8 2.8 2.4 2.1 1.8 1.8 1.6 1.4 1.4 1.4 .1.3 1.3 1.3 1.2 1.2 Aug. 1.2 1.2 1.3 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.9 1.9 2.2 2.2 2.4 2.7 3.0 3.7 8.9 3.6 3.2 2.4 2.0 2.0 2.0 1.9 1.8 1.8 Sept. 1.8 1.8 1.8 1.9 8.9 6.5 7.2 6.8 4.9 3.1 2.4 1.9 1.6 1.4 1.4 1.4 1.6 1.5 1.4 1.4 1.3 1.2 1.2 1.4 1.4 1.4 1.4 1.2 1.0 1.0 Note. — ^At present all stream flow computations by the United States Geological Survey are prepared for the climatb.year ending September,M~ The year 1916 will begin with October 1, 1915, thus mcluiA©lffl^un«j^h*|r. Second-feet per square mile. 1.96 4.72 4.32 4.51 1..56 2.61 2.52 1.05 1.29 1.07 1.37 2.15 2.34 4.63 4.08 2.89 5.41 2.00 1.93 1.00 2.29 1.44 .82 .61 1.97 2.47 3.4? -3.56. 5.87 4.03 1.22 .63 .51 .47 .51 2. IS Depth In Inches. 2. 2l> 4.91 4.98 5.03 1.8» 2.91 2.90 1.21 1.44 1:23 1.53 2.48 32.68 5.22 4.25 3. 33 6.04 2.31 2. IS 1.15 2.64 1.61 .95 .68 2.27 32.60 3.94 3.71 6-77 4.4» 1.41 .70 .59 .84 .57 .76 .69 2.48 Alabama River at Selma, Ala. 129 Estimated monthly discharge of Alabama Riier at Selma, Ala. — Continued. [Drainage area, 15,400 square miles.] Discharge in second-feet. | 1 Eun-ofE. Month. Maximum Minimum. Mean. | Sec-feet per square mile. Depth in inches. 1903 33,100 136,350 114,900 83,560 83,000 43,950 26,060 20,900 10,050 7,282 7,920 11,170 15,460 18,920 41,200 25,600 18,040 16,950 11,970 8,480 6,580 6,262 6,364 6,922 23,039 90,958 78,139 53,862 33,338 27,142 18,122 14,206 7,781 6,835 7,310 7,801 1.50 5.91 5.07 3.50 2.16 1.76 1.18 .92 .61 .44 .47 .51 1.73 6.16 6.85 April 3.90 May 2.49 1.96 July 1.36 1.06 .57 .51 .62 .59 136,350 33,200 56,320 29,320 20,480 9,790 11,500 13,210 60,180 11,310 4,050 5,140 18,970 6,262 7,630 12,460 15,610 9,420 6,300 4,350 6,620 8,700 3,900 3,300 3,300 3,600 30,710 14,830 27,160 21,890 14,130 7,726 7,259 8,088 21,610 6,866 3,421 3,981 8,467 1.99 0.963 1.76 1.42 .918 .602 .471 .625 1.40 .381 .222 .268 .560 26.69 1904 1.11. 1.90 1.64 April 1.02 .679 .526 .605 1.61 .425 .256 .288 December .634 The year 60,180 87,950 112,700 60,450 22,900 44,810 32,450 23,120 26,300 10,360 11,500 8,160 67,050 3,300 10,650 14,000 20,040 15,000 15,400 8,620 8,880 8,880 3,900 3,900 6,100 6,100 12,030 31,290 60,380 30,840 18,290 26,000 12,100 13,780 14,660 6,651 7,728 6,962 39,670 .781 2.03 3.92 2.00 1.19 1.62 .786 .896 .962 .432 .602 .451 2.58 10.59 1905 2.34 4.08 2.31 April 1.83 1.87 .877 July 1.03 1.10 .482 .679 .603 December 2.97 112,700 76,400 34,400 138,000 117,000 46,400 39,100 66,900 38,600 59,100 91,200 60,700 34,000 3,900 25,600 16,900 19,600 17,100 12,600 11,600 12,100 15,400 14,000 16,900 12,300 15,600 22,280 46,300 22,600 71,400 40,900 20,800 17,700 33,600 24,600 24,000 46,000 27,600 23,200 1.46 2.94 1.46 4.64 2.66 1.35 1.15 2.18 1.60 1.56 2.99 1.79 1.61 19.47 1906 3.39 1.62 5.35 April - 2.97 T n July 2.51 1.84 1.74 6.45 December 1.74 138,000 11,500 33,100 2.15 29.35 5WP Digitized by Microsoft® 130 Water Powers of Alabama; Second Report. Estimated monthly discharge of Alabama River at Selma, Ala. — Continued. [DifI (depth in inches on drainage area) 2.12 1.57 1.08 2.86 1.27 .63 1.00 .88 .43 .49 .81 1.64 14.78 3.32 4.57 6.65 6.86 3.24 1.92 2.20 1.64 1.07 1.16 .80 1.70 35.13 2.42 2.79 3.90 4.06 6.03 6.95 2.32 2.59 1.19 1.37 1.02 1.14 .779 .90 .760 .88 .681 .66 .766 .88 .440 .49 .68S .79 23.49 Digitized by Microsoft® 132 Water Powers of Alabanva; Second Report. CHOCCOLOCCO CREEK NEAR JENIFER, ALA. Location. — At the bridge of the Louisville & Nashville Railroad, one and one-quarter miles north of Jenifer and three-fourths miles above the mouth of Salt Creek. Records available.— August 20, 1903 to February 3, 1908. Drainage area. — 372 square miles. Gage. — Vertifical timber attached to tree on left bank 20 feet above the bridge. The datum has not been changed. Channel. — Good for measurements. Banks do not overflow. Discharge measurements. — Made from the railroad bridge. Artificial control. — Extent of artificial control is not known. Mills above probably have some effect. Accuracy. — Conditions are favorable for accurate work Discharge measurements of Choccolocco Creek near Jenifer, Ala. Date. Ill Dis- charge. Sec.-feet. Date. Gage height. Feet. Dis- charge. Sec-feet. 1903 July 23 2.25 2.25 2.26 2.12 1.82 2.08 2.09 2.82 2.86 2.72 2.40 1.80 1.99 1.94 1.95 1.71 1.83 186 180 183 146 90 130 139 391 383 382 236 83 120 123 124 92 103 1904 October 12 1.80 1.76 1.86 2.80 2.78 3.72 3.74 1.76 2.83 5.86 6.85 2.84 2.40 2.41 2.62 2.08 99 July 23 . . 93 102 1905 January 31 October 2 387 399 1904 May 16 786 January 20 May 16 783 88 409 1907 March 16 March 10 2,330 May 27 March 16 .... April 18 2,290 July 20 412 August 24 June 20 225 238' 336 October 12 October 29 147 Daily gage height of Ohoocolooco Creek at Jenifer, Ala. D.y. Aug. Sept. Oct. Nov. Dec. Day, . Aug. Sept. Oct Nov. Dec. 1903. 1 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 l.'S 1.9 1.9 1.9 1.9 1.9 1.9 2.0 1.8. 1.8 1.8 1,8 1.8 '1.8 1.8 2.6 2.1 SO 2.0 1.9 1.9 J. 8 1.8 1.8 1.8 1.8 .it 1.9 •2.1 2.0 1.9 1.9 1.9 1.8 2.0 2.0 ■2.0 2.0 1.9 1.9 1.8 1,8 1.8 i:l 1.9 1.9 1.9 1.9 1.9 1.9 1:9 1.9 1.9 1.9 1903. 17....... 2.1- 2.1 2.0 2.0 1.9 1.9 1.9 1.9 1.9 1.9 ;.9 1.9 1.6 l.S 1.8 1:1 1.9 i:l 1.8 1.8 l.S- 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.9 1.9 i.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1,'» 2. 18 1,9 3 19 ■ 1 ■ l'9 1, 5. 20 21 22 23 24 25 26....... 27 28 29: 30 31 2.2 2.2 2.1 2.1 2.1 2.1 u 2.0 2.1- 2.0 2.0 1.9 1 9 B 1 9 7 . 21 9 10 u 2 12 13 1 9 14 15 ID 1.9 1,9 U igitizs cf uy Micros oft® Choccolocco Creek Near Jenifer, Ala. 133 Daily gage height, in feet, of Choccolocco Creek, near Jenifer, Ala. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. I Sept.] Oct. Nov. Dec. 1904 9... 10... 11... 12... 13... 14... 15... le... 17... 18... 19... 20... 21.. 22.. 23.. 24.. 25.. 26.. 27.. 28.. 29.. 30.. 31.. 1905 1- 2... 3... 4... 5... €... 7... 8... 9-. 10... 11.. 12... 13.. 14.. 15... 16.. 17.- 18.. 19.. to.. 21 22 23 24 25 _ 26.. 27.. 28.. 29.. SO.. 81.. 1.90 1.90 1.90 2.00 1.90 1.90 1.90 1.90 1.90 1.90 1.90 2.00 2.00 2.00 1.90 1.90 2.20 2.30 2.20 2.00 1.90 2.40 3.40 2.80 2.40 2.20 2.10 2.10 2.10 2.10 2.10 2.0 1.95 1.96 1.9 1.9 1.9 2.0 2.1 2.0 2.0 2.0 5.7 7.5 7.1 3.9 3.1 2.8 2.7 2.6 2.6 2.6 2.4 2.4 2.3 2.6 2.2 2.2 2.1 2.1 2.6 2.7 2.10 2.10 2.10 2.10 2.10 2.10 2.30 3.30 S.40 2.80 2.90 2.80 2.60 2.50 2.40 2.30 2.30 2.20 2.20 2.60 2.80 2.80 3.30 3.20 2.80 2.60 2.50 2.60 2.40 2.6 2.6 2.4 2.4 2.4 3.6 3.6 4.2 6.8 7.6 6.7 4.2 5.1 5.0 4.3 3.6 3.4 3.2 3.2 3.3 4.3 4.6 3.8 3.6 3.2 3.1 2.9 2.8 2.30 2.30 2.30 2.20 2.20 2.201 2.60 2.60 2.50 2.40 2.30 2.30 2.30 3.00 3.00 2.86 2.60 2.60 2.40 2.36 2.30 2.30 2.30 2.26 2.20 2.20 2.20 2.25 2.20 2.10 2.15 2.7 2.66 2.6 2.6 2.5 2.6 2.5 2.4 2.6 3.4 3.1 2.8 2.75 2.6 2.6 2.6 2.46 2.4 2.4 2.8 6.1 6.4 4.0 2.36 2.1 2.10 2.10 2.15 2.10 2.10 2.9 2.10 2.00 2.00 2.00 2.00 2.20 2.20 2.10 1.90 1.86 2.10 2.00 2.20 1.90 1.80 2.6 2.5 2.16 2.00 1.85 1.80 2.10 2.00 1.80 1.80 2.60 2.00 1.80 1.80 2.80 2.15 1.90 1.90 2.60 2.16 1.80 2.00 2.40 2.00 1.80 2.10 2.30 1.90 1.80 1.90 2.20 1.90 1.80 1.80 2.20 1.90 1.80 1.80 2.20 2.00 1.75 1.80 2.10 1.90 1.76 1.80 2.10 1.80 1.75 1.80 2.10 1.80 1.70 1.80 2.10 1.80 1.70 1.70 2.10 1.80 1.70 2.00 2.10 1.80 1.76 1.80 2.10 1.80 1.80 1.75 2.00 1.80 1.75 1.80 2.00 1.76 1.80 1.75 2.00 1.80 2.00 1.70 2.06 2.20 2.26 2.16 2.00 2.6 2.4 2.4 2.4 2.4 2.5 2.56 2.5 2.4 2.4 2.4 2.6 2.66 2.46 2.4 2.4 2.4 2.36 2.3 2.3 2.3 2.3 2.3 2.3 2.2 2.2 2.26 1.80 1.76 1.80 1.80 1.80 2.00 2.2 2.2 2.3 2.2 2.2 2.2 2.2 2.26 2.2 2.2 2.2 2.1 2.1 2.1 2.1 3.6 2.7 3.0 2.6 2.46 2.6 2.65 3.0 3.1 3.6 1.90 1.80 1.80 2.50 2.601 2.7 2.6 2.6 2.4 2.4 2.36 2.3 2.2 2.2 2.2 2.2 2.15 2.1 2.1 2.1 2.1 2.1 2.6 2.3 2.2 2.2 2.66 2.6 2.3 2.3 2.36 2.7 2.35 2.36 2.6 1.66 1.70 -1.70 1.70 2.25 1.90 2.45 2.8 2.6 2.3 2.2 2.1 2.3 2.3 2.25 2.2 2.9 3.6 3.2 2.3 2.3 2.3 2.2 2.1 2.1 2.3 2.1 2.1 2.1 2.1 2.0 2.0 2.0 r.ot, 2.2 2.1 1.90 2.00 2.00 2.00 2.80 2.20 3.50 3.60 3.40 2.70 2.70 4.00 3.00 2.50 2.30 2.40 2.20 2.20 2.00 2.00 1.95 1.95 1.95 1.90 1.90 1.90 2.75 2.10 2.00 1.96 1.96 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.9 2.1 2.2 2.3 2.1 3.3 2.6 2.6 2.6 2.9 2.4 2.3 2.2 2.2 2.1 2.0 2.1 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.85 1.80 1.80 1.80 2.10 2.00 1.90 1.80 1.76 1.76 1.80 1.80 1.80 1.70 1.70 1.70 1.66 1.70 1.70 1.66 1.70 1.65 2.10 2.20 2.00 1.80 1.80 1.70 1.70 1.66 1.66 1.70 1.70 1.60 1.60 1.60 1.60 1.50 1.60 1.50 1.60 1.60 1.60 1.50 1.50 1.50 1.60 1.50 1.50 1.50 1.60 1.50 1.50 1.40 1.40 1.40 1.40 1.40 1.40 1.60 1.60 1.9 1.9 2.0 1.9 1.9 1.85 1.9 1.9 1.9 1.9 ' 1.81 2.4 2.0 1.95 1.9 1.85 1.86 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.75 1.8 1.7 1.65 1.7 1.8 1.40 1.40 1.60 1.70 1.70 1.80 1.70 1.70 1.66 1.60 1.50 1.40 1.70 1.70 1.60 1.60 1.60 1.60 1.60 1.60 1.70 1.70 1.80 2.00 1.80 1.76 1.70 1.70 1.70 1.60 1 1.96 1.9 1.85 1.8 1.75 1.75 1. 1.76 1.8 2.0 2.1 2.0 1.8 1.8 1.8 1.9 1.9 1.9 1.85 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.8 1.8 1.8 1.8 1.50 1.60 1.70 1.70 1.80 2.00 2.20 1.90 1.86 1.80 1.80 1.80 1.80 1.70 1.70 1.70 1.70 1.90 1.75 1.70 1.60 1.60 1.60 1.60 1.70 1.80 1.80 2.70 2.60 2.10 2.00 1.8 1.8 1.8 1.6 1.8 1.8 1.7 1.8 1.7 1.75 1.8 1.9 1.9 1.85 1.8 1.75 1.75 1.75 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.86 1.9 1.9 1.9 1.9 1.9 1.86 4.7 5.0 4.0 2.7 2.5 2.4 4.0 3.0 2.7 2.6 2.6 3.1 3.0 2.8 2.6 2.8 4.6 4.8 5.0 4.1 3.8 3.3 3.1 2.9 3.2 3.2 3.0 134 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Choccolocco Creek near Jenifer, Ala.— Cont'd. ^ Day. Jan. Fell. Mar. Apr. May. June. July. Aug. •Sept. Oct. Not. Deo. 1906 1 2.9 2.75 2.9 S.4 5.6 4.4 3.45 3.3 3.2 2.9 3.0 3.0 3.0 2.9 2.8 2.8 2.9 2.8 2.9 2.9 2.9 3.2 4.6 4.5 3.6 3.25 3.1 3.0 2.9 2.8 2.75 8.7 5.9 4.0 3.7 3.5 3.3 3.2 3.1 3.0 3.0 3.0 3.0 3.0 2.9 2.85 2.8 2.8 2.8 2.8 3.0 3.1 3.1 2.8 2.7 2.7 2.8 2.9 2.8 2.7 2.7 3.0 2.7 2.65 2.6 2.6 2.S 2.6 2.5 2.5 2.5 2.5 2.45 2.4 2.4 2.4 2.4 2.35 2.3 2.3 2.3 2.3 2.3 2.4 2.4 2.4 2.4 2.4 2.4 2.< 8.6 8.7 7.6 5.6 6.6 5.8 4.7 n 3.6 3.4 3.3 3.3 3.2 3.1 3.0 3.0 3.0 3.0 3.0 3.0 2.9 2.9 2.8 3.3 3.2 3.2 3.8 2.3 2.3 2.6 3.7 3.3 3.3 2.85 2.7 3.1 2.9 2.8 2.8 2.6 2.5 11 5.2 5.6 3.6 11.5 14.2 7.5 S.2 4.3 3.8 3.6 3.3 3.3 5.6 6.8 5.3 19 5.2 7.3 6.7 6.6 5.0 4.7 4.6 4.5 4.4 3.3 3.2 3.2 3.2 3.1 3.5 3.3 3.1 3.0 3.0 2.9 2.9 2.9 2.85 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 14 3.9. 3.5 3.4 3.3 3.2 3.1 3.0 2.9 3.7 3,4 3.1 3.0 3.0 3.2 3.0 2.9 2.8 2.75 2.7 2.7 2.7 2.65 2.65 2.6 2.55 2.6 2.S 2.5 2.6 3.1 3.0 2.8 •2.8 2.8 3.1 3.0 3.1 3.0 2.9 2.8 2.75 2.76 2.7 2.7 2.7 3.2 3.2 3.6 3.9 3.3 3.2 4.1 3.25 3.2 3.3 3.2 3.2 3.8 3.4 2.5 2.45 2.4 2.5 2.85 3.0 3.5 3.5 2.9 2.7 2.6 2.5 2.5 2.45 2.45 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.35 2.3 2.25 2.3 2.3 2.4 2.3 2.3 2.3 3.4 3.2 3.1 3.6 3.4 3.5 3.7 3.9 4.0 3.9 3.8 3.7 3.4 3.8 5.9 6.3 6.6 4.2 3.7 3.2 3.2 3.2 3.2 3.1 3.2 3.2 3.6 3.1 30 SO 3.8 2.3 3.3 2.3 2.3 2.25 2.2 2.3 2.2 2.2 2.2 2.2 2.1 2.1 2.2 .3.7 3.8 2.8 2.5 2.45 2.5 2.4 2.3 2.3 2.3 2.2 2.2 2.3 2.2 2.2 2.2 3.5 3.2 3.0 2.9 2.9 2.8 2.8 2.7 2.7 2.7 2.7 2.7 2.7 2.7 31 2.75 2.7 2.7 2.6 2.6 2.5 2.5 2.7 2.9 27 3.1 2.7 8.0 3.2 3.2 2.15 2.2 2.3 2.2 2.2 2.1 2.1 14 3.9 2.7 2.5 2.4 2.3 2.5 6.7 5.0 3.2 6.9 8.4 C.5 15 3.5 10 14- 3.5 3.1 2.8 2.8 2.8 3.1 3.1 2.8 2.6 2.7 2.7 2.6 2.6 2.5 2.4 2.4 2.4 2.4 '2.4 2.5 2.5 2.65 2.5 2.4 2.3 2.3 23 2.3 2.3 2.8 2.3 3.2 2.2 3.4 3.7 34 2.8 2.4 2.8 2.7 2.9 2.8 3.6 3.1 3.0 2.9 2.8 2.7 2.7 11 3.6 16 6.5 15 2.9 2.9 3.0 2.7 2.6 2.6 2.6 2.85 2.6 3.2 2.6 2.7 3.0 2.3 2.3 2.2 2.2 2.2 2.2 2.2 2.1 2.1 2.1 2.2 2.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.1 3.1 3.1 3.2 3.3 3.2 3.1 3.1 3.0 3.0 3.0 3.0 2.7 3.0 2.7 2.6 2.5, 10 6.4 51 3.5 14 10 3.2 3.4 2.9 2.8 2.7 2.6 2.7 2.6 2.6 2.8 2.8 2.7 2.6 2.9 Z1 2.6 2.6 2.0 11. 2.0 2.0 2.0 2 1 2.1 3.2 3.1 2.0 3.0 3.1 3.1 3.1 3.35 3.0 1.9 2.1 2.0 2.0 3.0 3.0 1.9 3.1 3.9 3.7 3.3 3.1 3.0 3.1 3.1 3.3 6.1 u 5.1 10 3.8 3.6 3.3 3.1 3.0 2.9 2.8 2.7 2.7 2.6 2.7 2.6 3.9 19 IS 3.5 3.0 3.0 2.9 2.9 2.8 3.8 2.7 2,7 3.6 2:7 3.1 3.1 2.1 3.0 31 3.1 3.1 30 3.0 3.0 3.0 3.1 3.0 1.95 3.0 2.0 1.95 1.0 1.9 1.9 1.0 2.0 3.0 1-9 1.9 3.0 3.0 1.9 3.0 1.9 3.0 2.6 2.7 2.6 2.8 2.5 2.6 2.5 2.5 2.5 3S 2.5 2.5 2.5 2.5 2.8, 2.8 2.5 2.5 15 5.2 5.5 IB 3.2 3.0 2.9 2.8 2.8 2.7 2.7 2.7 2.0 2.0 2.1 2.1 3.0 2.0 2.1 3.0 3.0 3.0 3.0 3.2 3.1 3.0 3.0 3.0 3.0 3.1 3.1 3.2 2.5 3.8 S.3 8.7 8.3 il 3.4 3.1 3.8 • 3.7 2 3 4 5 6 . . 2.6 7 8 9 10 11 15 12 13 14 il:::::::;:::;::: 16 17 2.8 3.1 18 3.1 19 3.5 20 3.4 21 l.i 22 3.2 23 3.1 24 3.0 26 2.9 2fr. 27 2.8 ^8 28 2.9 29 3.4 30 3.6 31 6.0 1907. 1 3.7 2 2.i 3 3.4 4 3.15 t 3.3 6 3.35 7 3.3 8 8.8 9 8.1 10 8.0 11 3.9 12 3.9 13 .... 3.8 U 3-7 15 33 16 8.1 17 3.7 18 3.6 19 2.6 20 2.5, 21 2.5 22 2.4 23 . . 3.6 24 3.7 25. . 3.7 26 3.6 27 3.5 28 2.5 29 2.9 30 8.7 31 4.5 Day. Ian. Feb. Day. Ian. Feb. Day. Ian. Feb. D«r. Jan. Feb. 1906. 1 fi.2 3.8 3.25 3.0 3.7 «.8 4.6 4.9 3.8 19 9.. 08. 3.3 . 3.0 . 3.0 . 3.6 . 3.25 . >yfv 1908. 17 ao 3.9 2.8 g5!.78 3.7 3.7 35 26 37 28 39 SO 1908. 3.8 If 3.8 3.8 2 10 18.. 1 11 19 4 13 Shosoft 21.. 6 • . 14.. IK 1 22 t n« ChoccolocGo Creek Near Jenifer, Ala. 135 Rating table for Choceolocco Greek at J&nifer, Ala., for 1903. Gage height. Feet. Dis- charge. Seo.-feet. Gage height. Feet. Dis- charge. Sec.-feet. Gage height. Feet. Dis- charge. Sec.-feet. Gage height. Feet. Dis- charge. Sec.-feet. 1.80 1.90 2.00 88 101 117 2.10 2.20 2.30 138 164 202 2.40 2.60 2.60 249 297 346 2.70 3.00 4.00 400 680 1,180 Rating table for Choceolocco Creek near Jenifer, Ala., for 190^. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. 1.40 62 1.90 113 2.40 230 2.80 383 1.50 68 2.00 130 2.60 263 2.90 430 1.60 76 2.10 150 2.60 300 3.00 480 1.70 86 2.20 173 2.70 340 3.10 630 1.80 98 2.30 200 The above table is based upon twenty discharge measurements made during 1903-4. It is well defined between gage heights 1.70 feet and 2.80 feet. Estimates above 3.1 feet are based upon a tangent with a difference of 55 per tenth. Station rating table for Choceolocco Greeic near Jenifer, Ala., for 1905. Gage height. Feet Dis- charge. Sec.-feet. Gage height. Feet. Dis- charge. Sec.-feet. Gage height. Feet. Dis- charge. Sec.-feet. Gage height. Feet. Dis- charge. Sec.-feet. 1.60 1.70 1.80 68 80 94 1.90 2.00 2.10 108 124 144 2.20 2.30 2.40 170 202 236 2.60 2.60 2.70 272 310 350 The above table is based on discharge measurements made during 1903-1905. It is well defined between gage heights 1.7 feet and 3.8 feet. Above gage height 2.7 feet, the rat- ing curve is a tangent the difference being 42 per tenth. Rating table for Choceolocco Creek near Jenifer, Ala., for 1906. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. Feet Sec.-feet. 2.00 125 3.20 660 4.30 1,135 5.80 2,260 2.10 146 3.30 606 4.40 1,195 6.00 2,440 2.20 170 3.40 660 4.60 1,260 6.20 2,620 2.30 200 3.50 700 4.60 1,326 6.40 2,800 2.40 235 3.60 750 4.70 1,396 6.60 3,000 2.50 270 3.70 800 4.80 1,465 6.80 3,200 2.60 306 3.80 850 4.90 1,535 7.00 3,400 2.70 345 3.90- 905 5.00 1,610 8.00 4,500 2.80 385 4.00 960 5.20 1,760 9.00 5,600 2.90 426 4.10 1,015 5.40 1,920 10.00 6,800 3.00 470 4.20 1,076 5.60 2,080 11.00 8,000 8.10 515 . I^ote ^The above table is based on discharge measurements made during 1903-1906, and is well defined below gage height 6 feet Above gage height 9 feet the rating curve is a tangent the difference. being^2^.^^r^^g. MiCrOSOft® 136 Water Powers of Alabama; Second Report. Rating table for Choccolocco Creelc at Jenifer, Ala., for ISOt and 1908. Gaee Dis- Gage Dis- Gage Dis- Gage' Dis- charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec-feet. Feet Sec-feet. 1.90 109 3.00 470 4.10 1,016 5140 1,920 2.00 130 3.10 615 4.20 1,075 5.60 2,080 2.10 IBS 3.20 560 4.30 1,135 6.80 2,260 2.20 178 3.30 605 4.40 1,195 6.00 2,440 2.30 205 3.40 650 4.60 1,260 6.20 2,620 2.40 236 3.60 700 4.60 1,326 6.40 2,800 2.50 270 3.60 750 4.70 1,395 6.60 3,000 2.60 305 3.70 800 4.80 1,466 6.80 3,200 2.70 345 3.80 850 4.90 1,535 7.00 3,400 2.80 386 3.90 905 5.00 1,610 8.00 4,500 2.90 426 4.00 960 5.20 1,760 9.00 5,600 Note. — ^The above table is not applicable for obstructed-channel conditions. It is based on 33 discharge measurements made during 1903-1908, and is well defined below gage height 6 feet. Estimated monthly discharge of Choccolocco Creelc near Jenifer, Ala. [Drainage area, 272 square miles.] Discharge in second-feet. Month. Maximum. Minimum. Mean. 1903 August 20 to 31 - 164 138 345 138 138 695 696 480 383 161 300 186 1,025 173 86 130 340 117 88 88 88 88 113 160 150 130 92 86 81 118 81 62 62 68 137. 108 103 103 102 1904 165 February „ March . 307 231 April 173 May 116 118 July 109 270 101 70.0 82.7 112 1,026 62 165 Digitized by Microsoft® ChoGCOlocco Creek Near Jenifer, Ala. 137 Monthly discharge of Choccolocco Creek near Jenifer, Ala. — Continued. [Drainage area, 272 square miles.] Discharge in second-feet. Run-off. Month. Maximum. Minimum. Mean. Sec.-feet. per square mile. Depth in inches. ' 1905 2,366 2,366 1,484 310 770 686 686 602 236 144 108 1.316 108 236 144 170 144 144 124 108 74 80 68 101 410 824 411 226 338 225 216 176 105 99.8 94.5 626 1.50 3.03 1.61 .831 1.24 .827 .794 .643 .386 .367 .347 2.30 1.78 3.16 ]^arch 1.74 April .927 May 1.43 .923 July .916 .741 .431 .423 .387 2.65 2,366 2,080 345 11,800 1,200 700 860 4,940 2,900 2,800 3,510 2,000 2,440 68 365 200 200 270 186 145 145 305 270 305 270 270 312 645 248 1,690 483 287 240 920 588 593 836 497 662 1.15 2.37 .912 5.85 1.78 1.06 .882 3.38 2.16 2.18 3.07 1.83 2.07 16.46 1906 2.73 .95 6.74 1.99 May 1.22 .98 July 3.90 2.49 September - 2.43 3.B4 November 2.04 2.39 11,800 3,180 5,270 3,730 1,020 3,000 700 386 205 425 163 800 1,260 145 345 385 385 346 470 270 178 130 109 109 130 178 624 621 1,250 896 534 876 400 268 169 161 129 228 385 2.30 2.28 4.60 3.29 1.96 3.22 1.47 .949 .621 .592 .474 .838 1.42 31.40 1907 2.63 4.79 3.79 April 2.19 3.71 1.64 July 1.09 .72 .66 .56 .94 December 1.64 The year - 1908 5,270 109 492 • 1.81 24.36 1,760 270 524 1.93 2.22 Digitized by Microsoft® 188 Water Powers of Alabama; Second Report. TALI,ADEGA CREEK AT NOTTINGHAM, ALA. Location. — At the Southern Railway bridge, one-fourth mile from Nottingham, Ala. Records available.— August 16, 1900, to December 31, 1904. Drainage area. — 156 square miles. Gage. — Vertical rod. Datum was not changed while in use. Channel. — Good. Banks do not overflow. Discharge measurements. — Made from the railroad bridge. Artificial control. — Probably some effect from mills above. Accuracy. — Records are considered fairly accurate. Discharge measurements of Talladega Creek at Nottingham. Date. Gaee height. Feet. Dis- charge. Sec.-feet. Date. ■ Gage height. Feet Dis- charge. Sec.-{cet 1900 1.10 1.70 3.00 1.00 1.30 .90 0.80 .70 2.06 1.37 102 240 626 90 155 97 78 63 243 111 AuflTust 20 1.30 1.00 1.21 1.30 1.27 2.02 1.51 1.00 1.00 1.16 1.03 1.06 1.06 116 October 2 67 November 29 80 1901 April 6 1904 106 October 22 100 233 March 10 _ May 27 May 27 146 July 17 44 October 18 60 August 24 _ 86 72 May 26 December 13 December 13 52 July 27 49 Daily gage height, in feet, of Talladega Creelc at Nottingham. Day. Aug. Sept. Oct. Nov. Dec. Day. Aug. Sept Oct Nov. Dec 1900 1 i.r 1.2 2.0 1.3 1.1 1.0 1.0 1.0 .9 11.0 8.0 10.3 8.0 8.3 9.3 9.3 3.9 1.0 1.0 1.0 1.0 1.2 L3 1.8 1.4 1.3 1.3 1.3 1.S 1.4 1.8 1.2 1.2 1.3 1.3 2.3 2.1 1.7 1.5 1.4 1.4 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.6 1.4 1.4 1.8 1.7 1.6 l.B 1.5 1.4 1.3 1.3 1.3 1.6 1.8 1.7 1.6 1900 17 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.0 .9 1.0 1.1 1.2 1.0 1.0 1.6 2.3 1.7 1.6 1.6 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.0- 1.2 1.4 1.6 2.9 3.5 3.0 2.6 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.6 2.2 1.9 1.8 1.6, 3.9 3.8 3.4 2.0 1.8 1.7 1.6 2 - 18 1.6 8 19 . 1.4 4 20 2 7 B 21 3.0 6 22 2.6 7 23 4.0 8 24 2.6 9 25 2 1 10 26 2.0 11 27 1.8 12 28 1.7 13 29 1.6 14 80 1.9 15 31 5.1 16 Digitized by Microsoft® Talladega Creek at NottmghO'm, Ala. 139 Daily gage liciijlit, in fret, of Talladega Creeic at Nottingham, Ala. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept Oct. Nov. Dec. 1901 1 3.2 2.8 3.2 2.7 2.4 2.2 2.1 2.1 2.0 1.9 5.8 8.8 4.7 3.4 2.9 2.6 2.7 2.4 2.2 2.2 2.1 2.2 2.2 2.2 2.2 2.3 2.2 2.2 2.2 2.6 2.5 2.40 2.20 2.00 1.80 1.70 1.60 1.60 1.60 1.50 1.60 1.40 1.40 1.30 1.30 1.30 1.30 1.30 1.30 1.40 1.90 2.10 1.70 1.60 1.50 1.80 1.60 1.80 3.30 4.10 2.80 3.60 2.3 2.1 3.8 8.0 3.9 3.2 2.8 2.8 3.3 2.8 2.6 2.7 2.5 2.3 2.2 2.2 2.2 2.1 2.1 2.0 2.0 2.0 2.0 2.1 2.1 2.1 2.0 2.0 2.0 2.0 2.0 2.0 1.8 1.8 1.8 1.8 1.8 2.0 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.8 2.1 2.0 1.8 2.6 2.8 8.9 4.6 3.3 2.8 2.9 5.6 5.00 3.70 3.10 2.90 4.60 3.30 2.90 2.60 2.50 2.40 2.30 2.20 2.20 2.10 2.60 7.60 3.80 2.70 2.60 2.40 2.40 2.30 2.20 3.20 3.20 2.60 2.60 i2.r.o 16.70 5.20 3.90 3.4 6.9 4.5 3.4 3.0 2.9 2.6 2.6 2.3 2.2 2.1 2.1 2.7 3.7 2.7 2.5 2.3 2.4 11.2 6.3 4.1 3.4 3.1 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.2 2.2 2.1 2.0 2.0 1.9 1.9 1.9 1.9 1.9 1.9 1.9 2.0 1.9 1.9 1.9 1.8 1.7 1.9 2.6 3.9 2.6 2.0 1.8 1.7 1.7 1.7 1.7 1.7 1.7 2.2 1.80 1.70 1.60 1.60 1.50 1.50 1.60 1.90 1.70 1.60 1.60 1.60 1.40 1.40 1.40 1.40 1.60 1.60 1.50 1.40 1.30 1.30 1.30 1.30 1.20 1.20 1.20 Wo 1.10 1.10 2.0 2.0 2.0 1.8 1.7 1.7 3.0 1.9 1.7 1.6 1.5 1.5 1.6 1.8 1.7 1.6 1.5 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.6 1.4 1.3 1.3 1.3 1.4 1.4 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 2.0 1.5 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 .90 .90 .90 .90 1.00 1.00 1.00 " .90 1.00 1.60 2.00 1.50 1.20 1.00 1.00 1.00 .90 .90 .90 .90 1.50 1.10 1.00 1.00 1.00 1.00 1.00 sm 1.00 1.00 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.0 1.0 1.0 2.3 2.2 1.9 1.7 1.5 1.4 1.8 1.2 1.2 1.6 1.3 1.4 1.5 1.4 1.3 1.2 .90 .80 .80 .80 .80 .80 .80 .80 .80 1.00 1.20 1.50 1.10 1.00 .90 .80 .80 .80 .80 .80 .80 .70 .70 .70 .70 .70 .70 f, 1.60 ^ 5.10 3.10 1.00 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 8.4 2.8 1.6 1.5 1.4 l.S 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 2.8 2.5 1.5 1.3 1.2 1.1 1.1 1.1 1.0 1.0 1.0 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.40 1.10 .90 .80 .70 .70 .70 .70 .70 .70 4.10 1.90 1.30 1.00 .80 .80 .80 .70 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .70 .70 .70 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.2 1.1 1.1 1.0 1.0 1.0 1.0 2 1.4 3 1.3 4 1.2 5 1.2 6 1.3 7 1.1 8 1.0 9 1.0 10 1.1 11 1.1 12 1.0 13 1.0 14 2.4 15 3.5 16 1.7 17 1.5 18 1.3 19 1.2 20 1.1 21 1.1 22 1.1 23 1.1 24 1.1 25 1.3 26 1.2 27 1.1 28 1.2 29 8.4 30 7.6 3.6 1902 1 5.60 8.90 4.40 3.30 2.70 2.50 2.30 2.10 2.10 2.00 1.90 1.90 1.90 1.90 2.30 2.10 1.90 1.80 1.80 1.90 1.80 2.00 1.90 1.80 1.90 1.80 3.60 12.20 8.60 3.10 2.90 2.90 2.70 2.50 3.60 3.20 3.00 2.70 2.60 2.30 2.30 2.30 2.20 2.10 2.50 2.30 2.20 2.10 2.00 1.90 1.90 1.90 1.80 1.80 1.80 1.8S 1.8« 1.80 2.60 1.50 1.30 1.30 1.20 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.00 1.00 1.10 1.10 .90 .90 .90 .90 .90 1.00 .90 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .60 .60 .60 .60 .70 .70 .60 1.10 1.10 1.70 .70 .70 .70 .70 .70 1.90 1.10 .90 .80 .80 .70 .70 .70 .70 .70 .70 .70 1.20 1.00 .90 .80 .80 .80 .80 1.90 1.40 1.10 .90 .80 .70 .80 2 2.40 3 2.70 4 1.60 5 1.40 6 1.20 7 1.30 8 ... 9 1.10 10 1.00 11 .90 12 .80 13 .80 14 .80 15 .80 16 6.30 17 2.60 18 1.80 19 1.40 20 1.20 21 2.30 22 2.60 23 24 1.50 25 1.30 26 1.10 27 1.10 28 30 31 2.40 1.80 140 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Talladega Greek at Nottingham, Ala. — Cont'd. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1903. 1., 1.7 2.1 2.2 2.1 1.9 1.8 1.6 1.5 1.3 1.2 1.6 2.7 r.8 1.6 1.5 1.4 1.4 1.6 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.6 1.5 1.4 1.3 1.10- 1.10 1.10 1.10 1.10 1.10 1.10 1.30 1.20 l.bO 1.40 1.30 1.30 1.30 1.30 1.30 2.60 1.80 1.60 1.40 1.30 4.00 S.20 2.00 1.70 1.50 1.40 1.40 1.40 1.40 1.40 1.3 1.3 1.3 2.3 2.1 1.7 6.8 13.0 65 3.6 <.9.2 6.5 3.8 3.2 2.8 67.5 10.0 4.4 3.6 3.1 . 2.8 2.6 2.3 2.2 2.2 2.2 2.3 16.0 1 1.30 1.60 1.70 1.70 1.68 1.00 2.70 3.80 2.40 2.40 3.20 2.40 2.10 1.80 1.70 1.70 1.60 1.60 1.80 2.10 1.80 2.00 2.40 2.10 1.90 1.80 1.70 1.60 1.60 6.4 4.2 4.0 3.8 3.5 4.2 3.4 3.2 3.2 3.5 3.6 3.5 3.3 3.6 3.3 3.4 3.2 2.9 2.8 2.7 3.0 3.5 5.5' 4.0 3.5 3.1 2.9 2.7 2.9 . 8.7 4,8 1.60 1.50 1.50 1.60 1.40 .1.40 .00 1.80 LCI 1.65 1.60 1.50 l.CO 2.50 2.20 1.80 1.65 1.65 1.65 1.60 1.50 1.45 1.40 1.40 1.40 1.40 1.40 1.40 1.36 1.35 3.8 3.4 3.2 3.0 2.8 2.6 2.5 2.4 2.2 2.0 2.2 3.0 3.2 3.0 2.8 2.6 2.5 2.6 2.4 4.7 3.0 2.6 2.4 2.3 2.2 2.2 2.1 2.0 . 2.0 2.0 1.30 1.30 1.36 1.35 1.'36 1.40 1.40 1.60 1.40 1.35 1.36 1.40 1..35 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.25 1.25 1.25 1.20 1.20 1.20 zecti 2.0 1.9 1.8 1.8 1.8 1.8 2.8 2.3 2.0 1.9 1.8 1.8 2.8 4.1 10.8 5.2 3.5 2.9 2.7 2.6 2.4 2.2 2.0 2.0 2.0 2.0 2.0 1.9 1.9 2.8 4.3 1.15 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 2.6 2.3 2.0 1.9 1.8 2.2 2.0 1.8 1.8 1.7 3.6 2.2 2.0 1.8 ■1.8 1.8 1.8 1.7 1.6 1.6 1.5 2.5 1.^8 1.6 1.5 1.7 2.5 6.0 2.6 2.0 1.20 1.40 1.20 1.10 1.00 1.00 1.00 1.00 . 1>00 1.00 1.00 1.00 l/OO , 1.00 1.00 .90 .85 .80 1.00 1.00 .90 .90 .90 .85 .85 1.00 .90 .90 2.16 •/.20 cms 1.9 1.8 1.7 2.0 2.5 2.0 1.8 1.7 2.0 ■1.8 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.5 1.5 1.8 1.4 1.4 1.4 1.4 1.4 1.2 1.3 1.5 1.4 1.4 1.6 1.70. 1.20 1.20 1.10 1.10 1.10 1.05 1.00 1.00 1.10 1.00 l.fiO 1.80 1.26 1.10 1.05 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.20 1.10 1.06 1.10 1.05 1.40 bft® 1.7 1.8 1.6 1.6 1.4 1.5 1.6 1.4 1.4 1.3 l.S 1.3 1.3 1.3 1.8 1.6 1.3 1.3 1.4 1.4 l.S 1.2 1.2 1.1 i.i 1.0 1.0 1.0 1.Q 1.0 l.p 1.75 2.45 1.S6 2.10 6.60 3.20 2.65 5.70 4.10 3.00 3.10 2.40 2.00 1.70 1.65 2.10 1.56 1.40 1.35 1.30 1.20 1.15 1.10 1.00 1.00 1.50 1.40 1.20 1.10 1.10 1.00 1.0 1.0 .9 . .9 .9 .9 .9 .9 .9 .9 .9 .» .9 .9 .9 1.0 1.6 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.00- 1.00 i.do 1.00 1.00 1.00 1.00 .96 .95 .96 .96 .95 1.00 1.05 1.40 1.20 1. 00 1.00 1.00 1.00 1.00 1.00 1.6 1.0 1.0 1.0 1.0 1.0 I.O 1.6 ■i,s 1.3 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.2 1.2 li2 1.2" 1.2 1.2 1.2 1.1 1.1 1.1 1.0 1.0 1.1 1.1 l.OO 1.00 1.00 i.po 1.00 1,10 1.10 1.00 l.OO 1.00 1.00 1.00 1.00 1.00 1.00 l.OO 1.00 1.00 1.00 'l.OO 1.00 1.00 1.00 1.00 .96 .95 .90 .90 .90 .90 .90 1.0 !.« 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.6 1.5 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1 1 1.1 1.1 3 4 :. 5 6 7 8 -w . 9 10 11 12 13 ,.... 14 15 16 17 18 19 20 21 22 28 24 25 26 27 28 29 1.1 1.1 80 1.1 11 31 , 1904 A'- 2 0.90 1.00 1.10 1.10 1.10 1.10 1.10 1.06 1.05 1.05 1.05 1.05 1.10 1.20 1.20 1.20 1.15 1.16 1.10 1.06 1.05 1.20 1.46 1.30 1.20 1.16 1.10 1.10 1.10 I.IU l.l 1.10 1.10 S 1.10 4 1.06 5 1.20 6 1.20 7 1.15 8 1.10 9 1.10 10 1.10 11 .. 1.06 12 1.05 13 1.05 14 1.06 15 1 06 16 1 05 17 1.10 18 19 1 00 20 1 00 21 22 1 OO 23 1.06 l.OO 1.20 1.60 2.60 2.90 1.70 1.40 1.20 S4 25 26 27 28 29 30 81 DIuni Tdlladega Creek at Nottingham, Ala. 141 Rating table for Talladega Creek at 'Nottingham, Ala., tor 1900 and 1901. Gage Dis- Gage Dis- Gage Dis- Dis- beieht. charge. height. charge. height. charge. height. charge. Feet. Sec.-fect. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. 1.0 90 1.8 262 2.6 438 3.8 702 1.1 109 1.9 284 2.7 460 4.0 746 1.2 130 2.0 306 2.8 482 4.2 790 l.S 152 2.1 328 2.9 604 4.4 834 1.4 174 2.2 360 3.0 526 4.6 878 1.5 196 2.3 372 3.2 570 4.8 922 1.6 218 2.4 394 3.4 614 6.0 966 1.7 240 2.5 416 3.6 658 Rating table for Talladega Creek at 'Nottingham, Ala., for 1903. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec-feet. 0.6 61 2.8 482 4.8 922 6.8 1,362 .8 78 3.0 526 6.0 966 7.0 1,406 1.0 109 3.2 570 6.2 1,010 7.2 1,450 1.2 143 3.4 614 5.4 1.064 7.4 1,494 1.4 179 3.6 668 5.6 1.098 7.6 1,638 1.6 219 .3.8 702 6.8 1,142 7.8 1,582 1.8 262 4.0 746 6.0 1,186 8.0 1,626 2.0 306 4.2 790 6.2 1,230 9.0 1,846 2.2 360 4.4 834 6.4 1,274 10.0 2,066 2.4 394 4.6 878 6.6 1,318 , 2.6 438 Rating table for Talladega Creek at 'Nottingham, Ala., for 1903. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet Sec-feet. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec-feet. 0.90 46 2.10 256 3.40 668 5.60 1,096 1.00 67 2.20 280 3.60 616 6.80 1,144 1.10 69 2.30 304 3.80 664 6.00 1,192 1.20 83 2.40 328 4.00 712 6.20 1,240 1.30 99 2.50 352 4.20 760 6.40 1,288 1.40 116 2.60 376 4.40 808 6.60 1,336 1.50 133 2.70 400 4.60 866 6.80 1,884 1.60 151 2.80 424 4.80 904 7.00 1,432 1.70 170 2.90 448 6.00 962 8.00 1,672 1.80 190 3.00 472 6.20 1,000 9.00 1,912 1.90 211 3.20 620 5.40 1,048 10.00 2,152 2.00 233 Rating table for Talladega Creek at Nottingham, Ala., for 1904. Gage 'Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height charge. height. charge. height charge. Feet. Sec-feet Feet Sec-feet Feet Sec.-feet Feet Sec.-feet 0.80 20 1.70 172 2.60 374 3.40 588 .90 34 1.80 192 2.70 400 3.60 616 1.00 60 1.90 213 2.80 426 3.60 644 1.10 66 2.00 235 2.90 452 3.70 672 1.20 82 2.10 267 3.00 478 3.80 700 1.80 98 2.20 279 3.10 504 3.90 730 1.40 116 2.30 302 3.20 632 4.00 760 1.60 1.60 134 162 ma zecfi^l licrdd&fti S) 660 4.10 790 142 Water Powers of Alabama; Second Report. Estimated monthly discharge of Talladega Greek at Nottingham, Ala. [Drainage area, 156 square miles.] Month. Discharge in second-feet. Maximum | Minimum. Mean. Eun-off. Sec-feet per square mile. Depth in inches. 1900 August 16-31 September October November December 1901 January' . February . March April .-.; May June July August September October ... November December . The year.. 2,286 636 724 746 1,802 1,626 1,824 2,330 724 626 196 372 614 482 162 1,714 1902 January February March April May June July August September October November December The year 1 1 1903 January February March April May June July August September October November December The year 2,3 768 2,660 2,616 668 284 438 306 988 240 768 284 1,262 2,616 400 3,692 1,840 880 2,844 1,192 352 190 133 161 133 83 74 130 162 284 306 240 328 240 162 130 90 90 90 90 90 90 161 262 328 262 126 93 93 64 51 64 64 78 51 400 233 190 133 83 57 46 57 57 69 113 675 190 249 291 485 449 405 591 306 218 149 148 148 123 97 264 276 613 676 390 187 128 121 136 74 111 97 238 246 144 832 637 388 387 266 1«1 105 69 74 75 69 0.72 3.69 1.22 1.60 1.87 3.11 2.88 2.60 3.79 1.96 1.40 .96 .95 .95 .79 .62 1.81 1.77 3.29 4.33 2.50 1.20 .82 .78 .87 .47 .71 .62 1.63 1.57 0.92 5.33 4.08 2.49 2.48 1.70 1.03 .67 .38 .47 .48 .44 46 266 1.71 0.43 4.12 1.41 1.79 2.16 3.59 3.00 . 3.00 4.23 2.26 1;56 1.11 1.10 1.06 .91 .69 1.96 24.46 2.04 3.43 4.99 2.79 1.38 .91 .90 1.00 .52 .82 .69 1.76 21.23 1.06 6.66 4.70 2.78 2.86 1.90 1.19 .77 .42 .64 ;64 .61 22.82 Digitized by Microsoft® Tallapoosa River at Sturdevant, Ala. 143 Monthly discharge of Talladega Creek at Nottingham, Ala. — Continued. [Drainage area, 156 square miles.] Month. Discharge in second-feet. Maximum. Minimum. Mean. Run-off. Sec.-feet per square mile. Depth in inches. 1904 January February March April May June July August September - October November _ December ,... . The year 760 700 360 134 82 279 192 1,320 116 66 125 452 66 98 107 82 50 20 50 50 42 34 34 50 152 239 150 101 54.4 63.3 78.1 278 52.5 47.9 69.0 91.7 1,320 20 115 0.974 1.53 .962 .647 .349 .406 .501 1.78 .337 .307 .442 .588 .735 1.12 1.65 1.11 .722 .402 .453 .578 2.05 .376 .364 .498 .678 9.99 TALLAPOOSA RIVER AT STURDEVANT, ALA. Location. — At the Central of Georgia Railway bridge one-fourth mile west of Sturdevant, Ala., and 5 miles below the mouth of Hilla- bee Creek. Records available.— July 19, 1900, to September 30, 1915. Drainage area. — 3,460 square miles. Gage. — A vertical staflf gage on the right bank of the river about 2,000 feet above the bridge. The original gage was a staff in two sections attached to the pier of the railroad bridge. A standard chain gage, installed July 10, 1905, was read until the summer oi 1906, when the present gage was installed. The readings of the new staflf gage are all corrected to agree with the readings of the- standard chain gage referred to its original datum at the railroad bridge. Channel. — Rocky and permanent; one side deep and sluggish at low stage. Both banks overflow for about 200 feet at extreme high- stages. Discharge measurements. — Made from a plank walk resting on the lower members of the deck railroad bridge. Some low-water meas- urements made from boat. Artificial control. — The flow is under no artificial control except at a number of small mills a great distance upstream. Accuracy. — A good rating has been developed and excellent re- sults secured at this station. Digitized by Microsoft® 144 Water Powers of Alabama; Second Report. Discharge measurements of Tallapoosa River at Sturdevant, Ala. Date. u|ji. Dis- charge. Sec.-feet. Date. Gage height Feet Dis- charge. Sec.-feet. 2.86 1.95 3.40 1.85 .80 1.08 1.34 4.00 2.45 2.20 1.88 1.86 1.05 1.06 1.58 3.57 3.06 2.40 .66 .65 2.12 3.14 6.60 2,603 1,887 3,774 1,440 658 868 1,000 4,680 2,247 1,837 1,485 1,616 834 835 1,148 3,718 2,866 2,011 599 592 1,643 2,978 8,292 .03 .03 .03 — .10 — .10 — .10 1.45 2.28 9.75 9.80 8:15 8.60 6.60 3.88 1.39 .34 2.33 6.36 6.36 2.18 3.20 4.62 .73 4.22 July 20 October 13 326 October 13 303 1901 March 8 October 18 October 18 270 1902 July 11 . .- December 12 1906 January 30 February 9 _ February 9 984 September 17 2,001 October 9 21,150 21,290 1903 February 10 15,570 16,670 May 22 July 25 February 11 11,240 May 17 _ __ 4,212 June 10 932 385 October 3 _ October 26 1,838 1906 March 17 10,500 1904 March 17 10,100 June 8 1,770 March 11 1907 July 30 April 12 3,270 May 28 1908 March 28 May 28 5,770 October 24 691 August 26 1911 February 20 August 27 5,090 Daily gage height, in feet, of Tallapoosa River at Sturdevant, Ala. Day July Aug. Sept Oct Nov. Dec. Day July Aug. Sept Oct Nov. Dec. 1900 1 4.30 3.40 2.80 2.50 2.40 2.36 2.26 2.20 2.10 2.00 1.96 1.90 2.00 2.10 2.60 3.40 3.40 6.10 4.20 2.90 2.60 2.20 2.00 1.90 1.80 1.70 1.60 1.60 1.60 1.80 8.80 12.00 1.80 1.70 1.60 1.60 3.30 3.00 3.00 2.90 3.10 3.20 3.30 3.40 3.60 3.60 3.00 2.60 2.60 3.40 4.70 3.60 3.30 3.20 2.90 2.70 2.60 2.60 2.40 2.40 2.40 2.30 2.30 2.30 2.90 2.80 2.70 3.00 3.20 3.30 3.20 S.OO 2.80 2.70 2.60 2.60 2.70 4.70 3.00 3.70 1900 17 18 19 20 21 22 23 24 26 26 27 28 29 30 31 3.00 2.80 4.00 2.90 2.40 2.30 2.40 2.70 2.60 2.80 2.60 2.50 2.40 2.30 2.80 7.00 5.00 3.80 S.OO 2.70 2.60 2.40 2.30 2.20 2.10 2.00 2.00 2.00 1.90 2.60 2.20 2.10 2.00 1.90 2.10 5.00 7.30 6.40 5.40 4.20 3.60 2.90 2.70 2.60 2.30 2.20 2.20 2.20 2.60 3.20 8.60 3.20 4.80 5.90 6.40 3.40 3.20 3.10 8.20 2 3.10 3 2.95 2.80 3.05 2.76 2.65 2.55 2.65 2.60 2.60 2.70 6.50 7.60 6.00 3.00 4 6.20 6 6.80 6 6.30 7 4.90 8 5.60 <\ 4.70 10 4.20 11 3.90 If 3.60 13 3.40 14 3.60 15 7.50 16 Digitized by Microsoft® Tallapoosa Rwer at Bturdevant, Ala. 145 Daily gage hciglil, in feet, of Tallapoosa Eiccr at Bturdevant, Ala. — Cont'd. Day. Jail. Feb. Mar. Apr. May. June 1 July | Aug. | Sept. Oct. 1 Nov. Dec. 1901 1 7.0 6.8 6.0 5.4 4.9 5.2 6.1 4.0 4.0 4.1 6.0 14.1 11.0 9.2 6.1 5.3 6.7 6.3 4.0 4.4 4.3 4.2 4.1 4.2 4.3 4.2 4.1 4.3 4.5 4.5 4.6 11.10 8.40 6.30 4.00 3.60 3.40 3.30 3.20 3.10 3.00 2.90 2.90 2.80 2.80 2.70 2.70 2.60 2.60 2.90 2.90 3.50 4.00 3.80 S.70 3^60 3.60 3.40 4.00 4.50 6.00 6.00 4.6 4.6 6.8 12.9 9.4 7.7 6.5 5.4 6.7 5.4 5.2 6.1 4.8 4.6 4.4 4.8 4.2 4.2 4.1 4.1 4.0 4.0 4.0 4.0 4.0 4.0 3.9 3.9 3.8 3.8 3.7 3.7 3.6 3.6 3.5 3.4 3.4 3.9 4.3 4.0 3.8 3.6 3.4 3.3 3.3 3.2 3.2 3.6 4.3 3.9 3.7 4.5 4.3 6.4 8.7 8.2 7.5 6.0 8.9 13.70 11.00 9.60 8.50 7.20 6.00 5.50 5.00 4.80 4.60 4.50 4.40 4.80 4.80 6.90 8.40 10.20 7.40 6.70 5.30 5.20 5.00 4.80 4.80 6.10 4.90 6.80 16.10 \m 9.20 7.4 6.8 8.3 7.4 5.7 6.0 4.7 4.4 4.2 4.0 3.9 3.9 4.1 6.0 6.4 5.3 4.7 4.4 8.5 9.0 6.7 5.2 4.8 4.6 4.4 4.3 4.2 4.1 4.0 3.9 3.8 3.7 3.7 3.6 3.6 3.5 3.4 3.4 3.3 3.3 3.3 3.2 3.2 3.4 3.3 4.2 3.1 3.0 3.0 3.3 6.1 7.6 7.0 6.5 5.3 6.8 4.5 4.4 4.3 4.2 4.0 3.60 3.40 3.40 3.30 3.30 3.30 3.20 3.20 3.20 3.20 3.10 3.10 3.10 3.10 4.20 4.00 3.50 3.40 3.30 3.10 3.00 2.90 2.80 2.70 2.60 2.60 2.40 2.40 2.20 5.5 6.5 6.3 5.2 4.8 4.6 5.6 4.9 3.8 3.6 3.4 3.3 3.2 4.9 4.4 4.1 3.8 3.6 3.3 3.1 3.0 2.9 2.8 2.7 2.7 2.6 2.6 2.5 2.5 5.2 4.0 3.5 3.2 3.0 2.9 2.8 4.3 4.0 3.4 3.0 2.6 2.3 2.2 2.1 2.1 2.0 2.2 3.8 3.6 3.2 3.0 2.8 2.4 2.2 2.1 2.1 2.1 2.1 2.0 2.1 2.8 1.00 1.00 .90 .90 .80 1.40 1.20 1.10 1.20 1.10 1.90 1.60 1.50 2.00 2.30 2.10 1.80 2.80 2.30 1.70 1.60 1.30 1.20 1.10 1.00 .90 .90 .80 1.00 3.1 2.8 2.6 2.3 2.3 2.2 2.1 2.4 2.2 2.0 2.2 2.4 2.3 2.2 2.0 6.3 7.2 5.9 6.3 6.6 6.8 6.6 11.7 8.3 5.2 4.0 3.3 4.4 , 5.2 4.3 3.5 1.10 1.30 1.20 1.10 2.00 1.80 2.50 2.30 1.10 1.10 1.20 1.20 1.40 1.30 1.00 .90 .80 .70 .60 .50 .60 .50 .60 .60 .50 .40 1.20 2.40 , 6.00 ' 3.40 2.30 3.2 2.9 2.7 2.6 2.4 2.3 2.2 2.1 2.0 2.0 2.0 2.0 2.0 4.0 3.4 2.8 3.6 7.0 5.2 4.3 3.4 3.0 2.4 2.3 2.2 2.1 2.0 2.0 2.2 2.3 2.4 4.6 6.0 3.4 2.7 2.3 2.1 2.0 2.0 2.0 1.9 1.9 2.1 2.1 2.0 2.0 1.9 1.9 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.6 2.90 2.50 2.30 1.90 1.60 1.40 1.20 1.00 1.90 1.80 2.30 2.00 1.80 1.60 1.50 1.40 1.30 1.20 1.20 1.20 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 .9 .9 .9 1.6 1.6 1.6 1.6 1.7 1.8 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.8 1.8 1.8 1.8 1.8 2.0 2.2 2.2 2.3 2.2 2.2 2.1 2.1 2.0 1.9 1.8 1.8 1.7 2 1.7 3 2.1 4 2.2 6 2.3 e 2.2 7 2.1 8 2.1 9 2.2 10 2.2 11 2.3 12 2.2 13 2.1 14 3.0 15 _... 16 7.8 5.9 17 4.1 18 3.6 19 3.0 20 2.8 21 2.6 22 2.5 23 2.5 24 3.0 26 2.8 26 2.7 27 2.6 28 2.8 29 15.7 30 17.2 31 12.0 1902 1 6.90 11.40 9.10 7.00 6.60 5.00 4.80 4.30 4.00 3.80 3.70 3.60 3.60 3.60 4.10 4.60 4.00 3.80 3.60 3.50 3.60 3.50 3.40 3.40 3.70 3.80 3.90 16.10 8.00 7.20 5.30 5.00 4.80 4.70 4.60 6.40 6.20 5.00 4.80 4.60 4.40 4.30 4.20 4.10 4.50 5.40 4.80 4.30 4.10 4.00 3.90 3.80 3.70 3.70 3.70 3.60 3.60 3.10 2.80 2.40 2.20 2.10 2.10 2.00 2.20 2.10 2.00 1.90 1.80 1.80 1.70 1.70 1.60 1.60 1.60 1.60 1.60 1.40 1.40 1.30 1.30 1.30 1.20 1.20 1.80 1.60 1.30 1.90 1.60 1.60 1.40 1.20 1.60 1.40 l.li) 1.00 .90 .80 .70 .60 .60 .60 .60 .60 .60 .60 .50 .50 .80 .80 3.00 4.10 3.20 4.10 .9 .8 .8 .8 1.2 2.8 2.7 2.6 2.50 2.30 2.10 1.90 1.70 1.50 1.30 1.20 1.10 2.20 2.00 1.80 1.40 1.20 1.10 1.10 3.80 5.20 6.00 4.30 2.80 2.30 2.30 2 3.20 3 7.00 4 5.70 6 4.60 6 4.10 7 4.00 8 3.90 9 3.70 10 3.30 11 2.90 12 2.60 13 2.30 14 2.10 15 2.00 16....- 17 7.80 8.00 18 19 20 6.00 4.20 4.10 21 4.30 22 23 24 26 26 — 27 - 28 - — 29 2.80 2.60 2.50 2.40 SO 31 146 Watei- Powers of Alabama; Second Report. Daily gage height, in feet, of Tallapoosa River at Sturdevant, Ala. — ConVi Day Jan. Feb. Mar. Apr. May June July Aag. Sept. Oct. Nov. Dec. 1903 1 3.60 3.70 3.60 3.60 3.60 3.40 3.30 3.20 3.10 3.00 3.10 3.70 3.50 3.30 3.20 3.00 2.80 2.70 2.60 2.60 2.50 2.50 2.60 2.60 2.50 2.50 2.60 3.00 3.10 3.10 3.10 1.7 1.7 1.8 1.8 1.7 1.7 1.8 1.9 2.4 3.3 2.8 2.6 2.3 2.3 2.1 2.0 3.9 3.4 3.2 3.0 2.6 3.8 5.4 4.3 3.6 3.1 2.8 2.6 2.5 2.4 2.4 2.90 2.70 2.60 3.20 4.10 4.30 4.50 19.20 14.00 10.00 12.10 13.80 9.30 6.60 6.40 4.80 14.60 12.00 10.20 8.90 5.20 4.60 4.20 4.00 3.80 3.70 3.70 16.00 11.00 9.20 7.60 6.60 5.90 5.60 5.40 5.10 4.90 5.30 6.50 5.80 5.30 6.10 6.00 4.90 4.80 4. TO 4.60 4.50 4.50 5.30 8.40 9.50 8.20 6.00 5.60 5.40 5.30 10.00 9.80 2.8 2.9 3.3 2.9 2.8 2.6 4.9 4.2 3.9 3.6 3.1 2.9 2.7 3.4 3.3 3.3 3.0 2.9 2.8 2.7 2.6 2.6 2.6 2.6 2.4 2.4 2.4 2.4 Mc 2.2 9.00 7.80 6.90 5.60 5.20 5.10 6.00 4.90 8.10 7.60 6.00 5.50 6.00 6.20 5.60 6.20 4.70 4.50 4.40 10.60 6.60 6.40 5.10 4.60 4.20 4.10 4.00 3.90 3.90 3.90 3.80 3.80 3.70 3.70 3.90 5.40 4.90 4.50 4.30 4.10 4.00 4.00 6.60 6.30 13.70 9.50 6.80 6.30 ■ 4.90 4.40 4.20 4.10 3.80 3.70 3.60 3.60 3.50 3.40 3.30 3.30 3.20 1.8- 1.9 1.8 1.7 1.6 1.6 1.5 1.6 1.4 1.4 1.4 1.3 1.3 1.6 1.4 1.3 1.3 1.2 1.2 1.1 1.1 1.0 .9 .9 .8 .7 .7 1bl 2.8 3.60 6.00 4.50 4.20 6.20 8.10 5.30 5.00 4.80 4.60 5.60 4.60 4.00 3.80 3.60 3.50 3.30 3.20 8.10 3.10 3.00 2.90 2.90 2.80 2.80 3.00 6.80 5.10 4.60 4.00 3.60 3.60 3.40 3.30 4.40 3.60 4.00 4.40 4.50 3.60 3.30 3.10 3.00 3.20 3.40 3.10 2.90 2.70 2.60 2.60 2.40 2.30 2.20 2.10 2.10 2.40 2.20 2.10 2.00 1.90 6.80 2.3 2.0 1.9 1.8 1.6 1.1 1.4 1.2 .6 .6 .8 1.3 3.0 1.6 1.0 .7 .6 .5 1.6 .6 .3 .6 1.3 2.8 1.6 1.0 .7 2.6 4.70 4.10 3.80 3.50 3.20 3.40 3.20 3.00 2.80 2.70 2.60 2.20 2.10 2.00 1.90 3.00 3.80 5.60 3.80 3.00 2.50 2.30 2.20 2.10 1.80 1.70 1.60 1.60 1.50 2.00 2.40 3.0 2.8 2.3 3.1 5.4 5.1 6.6 13.4 9.1 8.6 7.1 6.0 4.3 3.5 3.0 4.5 3.2 3.8 3.0 2.6 2.2 2.0 1.8 1.6 2.1 3.6 5.0 3.6 ■' 2.3 1.9 2.10 1.90 1.60 1.40 1.30 1.20 1.20 1.10 1.10 1.00 1.00 .90 .90 1.00 2.10 3.20 2.80 2.40 2.20 2.00 1.90 1.70 1.60 1.40 1.40 1.30 1.30 1.20 1.20 1.20 1.10 1.10 1.10 1.00 1.00 1.00 .90 1.10 2.70 2.00 1.50 1.20 1.00 .90 .90 1.00 1.20 1.60 1.40 1.30 1.20 1.10 1.10 1.00 1.00 1.00 .90 .90 .90 1.00 1.10 0.6 .4 .3 .2 .2 .1 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 — .1 — .1 .0 .0 — .1 — .1 — .1 -^ .2 — .2 — .2 — .2 — .2 — .1 — .1 1.20 1.30 1.60 1.80 2.00 2.10 2.10 2.00 1.80 1.60 1.50 1.40 2.10 1.90 1.80 1.70 1.60 1.60 1.80 1.70 1.70 1.70 1.60 1.60 1.60 1.50 1.60 1.60 1.50 1.50 140 2 140 3 1 60 4 1 60 5 1.60 6 1 60 7 160 8 160 9 1.70 10 1.80 11 1.80 12 1.70 13 ... 1.70 14 1.70 16 1.60 16 1.60 17 . 1.60 18 19 1.60 1.60 20 1.90 2.00 22 1.90 23 1.90 24 1.90 25 2.10 26 2.90 27 2.60 28 2.20 29 2.00 30 1.90 31 1.70 1904 1 2.6 2.8 2.6 2.7 2.7 2.9 3.4 5.8 6.1 4.4 6.3 4.8 4.1 3.6 3.3 3.0 2.9 2.8 2.8 3.6 3.7 4.6 5.1 4.8 4.1 3.6 3.2 3.1 2.9 2.2 2.2 2.1 2.1 2.0 2.0 2.2 3.4 3.4 2.9 2.7 2.4 2.2 2.1 2.0 2.0 2.0 1.9 1.9 1.-9 1.9 1.9 1.9 1.9 1.8 2.0 1.9 2.0 3.2 2.6 2.1 1.8 1.6 1.5 1.4 1.2 1.1 1.0 .9 .9 .7 .6 .6 .5 .6 .4 .3 .2 .2 .4 1.2 1.4 1.3 1.0 .9 1.6 1.4 1.3 1.2 1.1 1.1 1.6 1.6 1.3 1.1 1.0 .9 .8 .8 .7 .7 .6 .6 .6 .6 .6 .9 2.0 2.6 1.7 1.0 .8 .7 .6 .5 —0.1 .0 .1 .3 .7 .9 .9 .8 .8 .8 .7 .6 .7 .7 .8 .9 .8 .9 .8 .9 1.0 1.2 2.0 1.9 1.5 1.3 1.1 1.0 .9 .9 0.9 2 1.0 3 1.4 4 1.5 5 1.9 6 2.5 7 2 6 8 2 S 9 2.0 10 1 7 11 .. 1 6 12 1 4 13 14 IS 15 1.2 16 1 2 17 18 19 20 \ ]_ 21 1.1 22 23 24 1.1 1.7 1.8 3.4 4.8 4.0 2.9 2.B 25 26 27 28 29 .. 30 ... 31 Tallapoosa River at Bturdevawt, Ala. 147 DniU.i page height, in feet, of Tallapoosa River at Sturdevant, Ala. — Confil. Day. Jan. Feb. Mar. Apr. May June. July. Aug. Sept. Oct, Nov. Deo. 1906 1., 2.1 1.9 1.8 1.75 1.6 1.7 2.2 1.9 1.7 2.1 1,9 9.0 IS. 8 10.5 8.0 S.1 3.8 3-1 3.0 3.2 3.0 2.8 2.7 2.5 2.4 2.2 2.1 2.1 2.0 2.2 2.5 3.15 3.0 6.8 12.4 9.0 7.5 S.2 4.3 3.9 3.6 3.6 3.65 3.55 3.45 3.35 3.3 3.25 3.25 3.2 3.2 3.5 6.8 7.9 6.S 5.7 4.5 4.2 4.0 3.85 3.8 3.6 2.7 2.6 2.4 2.35 2,5 3.7 4.0 5.4 9.5 8.8 6.6 6.0 8.6 7,7 5.8 4.9 4.3 4.0 3.9 4.2 4.8 5.8 4.9 4.3 4.0 3.7 3.4 3.3: 3.45 3.3 3.2 3.1 3.1 3tO 3.1 3.2 3.45 3.35 ' 3.3 3.2 3.15 3.1 3.1 3.6 2.9 2.8 2.8 2.75 3.8 3.7 :i.5 3.25 3.35 3.15 3.05 2.9 3.2 3.1 3.0 2.9 2.9 2.9 2.8 2.8 3.3 3.8 3.9 3.6 3.5 3.4 3.3 3.1 3.0 2.9 2.8 3.3 6.4 6.2 5.1 4,0 3,6 ^.4 3,2 3.1 3.0 2.9 2.8 2.85 2.8 5.4 5.6 5.1 4.0 3.4 6.8 G.4 5.2 4.5 4.1 3.75 3.6 6.1 6,5 6.7 5.0. 18.8 21,6. 14.6 12.0 9.2 5.6 4,6 4.3 4.5 7.G 8.2 7.2 dm 2.7 *,7 2.7 2.6 2.7 2,8 2,8 3,1 3.3 3.1 3.6 3.4 3.9 3.8 3.4 3.4 3.2 3.0 2.85 2,7 2.65 2.8S 2.8 2.8 2.65 2.55 2.55 2.5 2.6 3.0 S.4 4.8 4.4 4.2 4.0 3.9 3.7 3.6 3.5 3.8 4.0 4.5 3.9 3.9 4.2 4.1 3.9 3.8 3.5 3.4 3.35 3.3 3.3 3.25 3.15 3.1 3.05 3.0 3.0 2.95 izeci 2.75 2.55 2.7 2.9 3.0 2.7 2.4 3,0 3.5 3.1 , 2.7 2.5 2.3 2.1 2.0 3.6 3.9 3.6 2.9 2.6 2.6 3.2 3.6 3.4 3.6 4.0 3,5 3.4 2.9 2.75 2.4 2.8S 2.8 2.75 3.1 4.3 4.2 4.8 6.7 4.9 4.1 3.5 3,2 3.1 3.0 2.96 2.8 2.75 2.7 2.6S 2.6 2.5 2?7 2.6 2.5 2.45 2.4 2.5 2.SS 2.6 2.6 . 2,'4. 2.3 2.2 2.0 1.85 1.8' 1.V 1.65 1.6 l.S 1.4 1.4 1.35 1.3 .1,8 2,25 1.85 1.7 2.4 2.4 2.2 2.3 2,0 1,8 2.2 1.8 2.0 2,2 3.0 2.5 2.3 2.3 2.2 2.2 2.16 2.2 2,S 2.26 2,2 2.1 2.0 2.15 2.2 2.3 6.4 8.3 6.8 5.0 4,1 3.5 3.1 2.7 2.56 2.4 2.3 2.15 2.25 2.8 3.1 2.9 2.4 2.9 B.2 1.9 1.6 1.45 1.3 1.2 1.3 1.8 2.ff. 2.4S 3.9 4.1 3.2 2.6 2.1 1.65 1.4 1.3 1.5 1:2 1.25 1.1 1.0 1.95 1.7 1.4 1.35 2.65 2.2 2.1 2.0 2.6 4.4 3.7 3.1 2.9 2.35 3.0 6,5 4.4 4.0 3.0 2.9 3.4 8.6 7.0 S.l 5.6 6.4 7.8 5.6 4.0 S.8 0.5 S.S 4.3 4.0 3.3 3.6 11 2.5 2.0 1.6 1.2 I.i .9 ,8 ,7 1,6 1,6 3.0 4.4 6.7 4.0 2.9 3.4 7.5 4.6 3.7 3.1 2.6 2,'9 2,4 .2.2 2.0 . 2,2 2.1 2.3 1.8 1.7 2.2, 3.6 3.9 4.4 6.0 4.3 4.6 4.6 4.0 3.1 2,8 4.0 4,7 4,0 9.4 6.3 5.6 4.3 3.6 4.2 4.1 3.7 3.4 3.35 3.25 3,25 4.0 3,35 3.4 5.2 3.8 4.3 2.3 1.4 1,7 2,2 1,9 1,49 1,2 1,1 .9 ,8 ,7 1,0 ,9 .75 1,0 ,9 :7 ,6 ,6 ,5 ,5 ,45 ,4 ,3 ,25 .2 .1 ,1 ,1 .2 4.5 4.3 3.8 4.1 3.9 7.0 9.1 5.4 4.3 5.4 6.6 6.7 4,7 3,9 3,4 3,05 2,9 2.8 2.7 3.25 3.6 3.8 3.6 3.8 3.7 3,6 3,25 3,6 4,6 5,6 0.4 J. 5 1.4 i.3 1,9 1,3 1.1 ,8 .75 .9 1.5 1.7 1.4 1.25' 1.2 1.4 1.66 1.6 1.55 1.4 1.15 1.0 .9 ,8 .9 2.4 1.8 1.7 1.6 1.4 1.2 8.6 8.1 7.4 6.2 6.0 4.7 4.3 3.8 3.5 3.25 3.05 2.95 2.9 2.8 2.76 2.7 2.7 6.3 9.4 7.8 6.6 4.7 3.9 3.6 3.4 3.36 3.05 2.95 2.9 2.86 1.1 1,1 1,0 1,H) 1,0 ,95 .95 .9 J.0 1.2 1.8 2.0 2.0 1,8 1.6 i.45 1.3 .1.2 1.1 1.1 l.l i.b 1.1 1.1 1,2 1.2 1.3 1.25 1.4 1.85 2.9 2. 86 2.8 2.8 2.7 2.7 2.7 2.7 2.65 2.7 2.66 2.6 2.6 2.65 2.95 3.25 3.06 3.45 9.6 7.1 6.3 4,8 4.1 3.6 3,36 3.2 3.15 3.08 2.95 2.9 1.6 2 1.4 3 8.4 4 5 10.3 7.4 .a' 5.5 7 3.8 i 3.4 9 8.4 10 8.2 11; 6.8 12 5.8 13 3.6 14 ^. IS 3,2 3,1 1« 17 3,3 3.4 18 3.3 •19 : 3.5 20 ^1 4.6 8.4 7.7 23 6.1 2i 25 5.4 4.6 26 4.0 27.. 28 3.6 3.4 29 3.6 30 3.5 3), 3,3 1906 1 2.8 2 2.9 3 2.86 2.9 5 6 2.85 2.8 7 2.95 8 2.95 9 2.95 10 2.9 11 12 3.5 4.7 13 4.0 14 3.6 15 3.25 16 3.05. 17 4.9 IS 6.5 19 5.4 20. 5.1 21 4.7 22 4.3 23 3.9 24 3.6 25 3.4 26 3.3 27 3.26 as Sr46 29 4.1 30. 44 31 (1.7 148 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tallapoosa River at Sturdevant, Ala. — Cont'd. Day. 7.. 8.. »., 10., 11.. 12.. 13.. 14.. 15.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23. 24.. 2.').. 26. 27.. 28. 29.. 30.. 31.. 7.. 8.. 9.. 10.. 11.. 12.. 13.. 14.. 15.. 16.. 17.. 18., 19.. 20.. 21 22 23 24 25 28.. 27.. 29'.. i». 30.. 31.. Jan. 10.0 8.0 6.6 4.9 4.4 4.1 3.9 3.85 3.7 3.7 3.6 3.5.1 3,5 3.5 a4 3.3 3.3 3.25 3.25 3.55 3.3 3.4 3.3 3.25 3.2 3.3 3.5 3.35 3.25 3.15 3.7 6.8 4.6 4.1 3.7 5.0 8.2 6.3- 5.0 4.3 3.9 4.3 6.5 4.8 3.9 3.7 ,3.6 3.6 3.6 3.4 3.25 3.15 3.15 3.15 3.05 2.95 2.85 2.95 2.9 2.85 2.85 2.f» Feb. 4.8 11.6 9.5 8.7 6.8 5.4. 4.9 4.5 4.3 4.1 4.1 4.6 3.9 as 3.7 3.6 3.55 3.6 3.6 3.45 3.4 4.3 4.7 6.3 6.1 10.7 8.6 6.5 5.1 4.4 4.5 4.3 4.1 3.8 6.0 6.5 6.3 5.5 6.1 13.6 ti.s 8.6 6.2 6.6 6.8 5.1 4.8 4.5 4.2 4.1 4.1 4.7 4.5 4.2 Mar. 7 9 10.8 10.1 8.2 6.3 4.1 .4.7 4.4 4.3 4.1 4.1 4.0 3.9 3.9 4.2 4.1 4.0 3.8 3.7 3.65 .3.6 3.5 3. 46 3.4 .1.3 3.3 3.25 3.2 3.2 3.15 3.2 4.1 3.9 .185 4.1 4.4 4.0 3. K> 3.7 3.0 3.5 3.45 3.4 3.4 3.6 3.4 3.3 3.3 3.25 3.25 3.15 3.15 3.25 5.1 9.6 8.4 6.7 5.2 4.6 4.2 3.95 3.9 Apr. .1.4 3.45 3.4 3.25 3.15 3.3 3. 45 4.1 4.0 3.25 3.15 IM 2.95 2.(15 2.85 6.8 6.0 5.6 5.4 4.5 4.5 7.0 0.0 5.2 4 5 4.1 4.4 7.1 5.1 3.7 3.6 3.M 3.4 3.3 3.4 .1. :15 3.4 3.3 3.25 3.15 3.05 2.95 2.95 2.95 5.0 5.0 4.2 3.7 3.4 3.95 3.5 4.2 3.9 8.1 8.2 8.2 0.0 4.3 3.95 May. 4.3 4.1 3.8 4.1 4.3 3.9 7.1 i.S 6 5 5.2 4.8 4.7 4.4 4.1 8.7 9.7 7 5 5.2 4.0 4.1 3.9 3.7 3.5 3.7- ,1.0 3.0 i.O 4.9 4.1 3.65 4.4 3.8 3.5 3.4 3.25 X15 4.5 5.1 4.6 4.1 3.75 3.4 3.25 3.15 3.0 2.95 2.85 2.95 4.3 5 4.0 3.4-. 3.15 2. 9.5' 2. SIS 3.7 4.2 3.9 3.3 3.9 3,7 June. 4.1 3.75 3.6 3.4 3.3 3.3 3.05 2.8.^ 2.8 2.8 2.75 .3. 15 2.8 3.6 4.0 3.3 2.95 2.7 2.0 2.5 2.4 2.35 2.35 2,7 2.8 3.5 3.3 3.2 4.5 4.1 3.05 2.8 2.65 2.7 3,7 3.ft5 2.8 2.85 2.'6 2.4 2.7 2.95 2.6 2.4 2.5 2.4 2.35 2.15 2.05 1.95 1.95 1.8 2.95 2.6 3.35 2.7 2.4 1.9 1.8 1.7 July. 3.8 .1.3 3.25 3.25 3.05 2,6 2. i5 2.25 2.35 2.5 2.35 •2..W 2.35 2.-25 2.2 ?.0 2.0 2. ,15 2.05 1.9 1.9 1. 95 2.05- 1.9 1.7 2.35 3.0 ,1. 25 2.8 3.25 2. -8 1.6 1.5 1:9 2.05' 1.8 2.35 3.5 3." 6 2.95 2.5 2.5 2.65 2.55 2.15 1.9 1.75 .1.7 1.5 1.5 1.6 2.4 2.05 1.7 1.5 1.7 a4 2.4 1.95 1.85 2.0 l.M Aug. 2.25 1.95 2,15 1.9 1.7 1.6 1.9 1.8 1.95 2.35 1.7 2.4 2.85 3.05 2.4 1.95 1.7 2.7 2.25 1.9,5 1.8 ■3.8 2.7 1.95 ).7 .1.5 1.6 1.5 1.45 1.35 1.5 1.6 1.6 1.35 2.05 2. ,15 2.95 2.35 2.0 1.9 1.7 1.8 1.5 1.35 1.15 1.05 i-a 1.05 1.8 2.7 2,85 3,7 3.9 •4.1 2.4 2.8 2.7 2.45 2.05 1.7 J. 45 Sept. 1.05 .95 .85 1.05 1.6 1.7 1.45 1.25 1.05 3.95 .2.85 l.S 1.35 1.3S 1.25 1.15 1.0 1.0 .9 1.0 3.7 2.0 1.95 1.9 1.6 1.5 1.7 1.6 1.25 i. 15 1.05 1.0 S.3 4,3 3.25 2.5 1.95 1.6 1.35 1.15 1.06 1.0 .75 7 .65 .65 .7 .8 .7 7 0.7 .7 .65 Oct. Nov. • 1.5 1.0 1.5 1.05 1.35 1.45 1.25 1.65 1.25 1.55 1.15 1.5 1,35 1.35 1,.15 1.25 2.4 1.15 1.9 1.5 1.6 2,25 1.45 2.25 1.25 2.05 1.15 1.8 1.05 1.6 1.0 1.45 1.0 1.35 1,0 1.5 1.05 1.6 1,0 2.06 .9,5 4.1 ,9 6.7 1.0 8.0 1.05 7.6 1.0 5.6 1.0.5 4.1 1.05 3.4 1.15 2.95 1.05 2.6 1.0 3.4 1.0 .6 1.45 .55 1.6- .6 2.25 .■6 4.7- .7 3.6 .7 2.8 .75 2.2 .6 1.9 .6 1,6 .8 1.45 1.6 1.6 1.95 1.6 1.45 1.45 1.26 1.25 1.05 1.35 1.0 1.35 .9 1.3 .8 1.25 1.05 1.35 .9 1.25 .8 1.25 .65 1.25 .7 1.2.5 7 1.2 75 1,25 a 75 1.25 .6 1.25 .9 1.2 l.ft5 1.25 1.45 1.25 1.45 Digitized by Microsoft® Tallapoosa River at Sturdevant, Ala. 14» Daily gage height, in feet, of Tallapoosa River at Sturdevant, Ala. — Cont'd. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1909 1 2.15 2.1 2.05 1.S5 2.05 2.95 3.05 3.3 2.95 2.4 2.15 2.05 2. OS 2.2 2.35 2.5 2.95 3.15 3.4 2.8 J. 55. 2.35 2.25 2.15 2.15 2.1 2.05 1.95 1.95 1.9 1.8 . 1.75 1.75 1.8 1.75 1.7 4.1 4.6 3.7 3.05 10.5 8.7 6.0 4.7 7.8 7.6 ?:S 5.9 5.0 4.7 4.3 7.8 6.0 6.8 5.8 5.0 4.2 3.8 3.5 3.3 3.3 3.66 3.3 3.15 3.95 7.6 5.6 17.3 13.1 12.1 19.0 14.7 12.5 10.3 7.5 5.2 4.9 6.2 13.3 9.4 7.0 5.7 5.4 5.2 5.0 4.6 5.2 4.5 4.1 &1 7.8 6.4 6.1 4.3 3.9 3.1 3.5 3.4 3.3 3.55 3.6 3; 45 3.3 3.1 3.0 2.95 2.85 3.0 3.2 y 2.85 2.85 2.8 2.8 2.75 2.7 8.65 2.6 2.6 3.9 3.8 3.7 3.6 3.5 3.5 3.6 4.1 4.5 4.1 3.9 3.6 4.1 4.6 4.4 4.0 3.7 3.4 3.3 3.25 3.15 3.05 5.0 7.5 7.0 8.2 8.4 8.6 6.6 5.3 2.5 2.5 2.5. 2.5 2.55 2.8 2.8 2.65 2.4 2.35 2.35 2.4 3.1 3.25 2.8 2.75 4.9 4.5 3.7 3.25 2.8 2.05 2.0 2.5 2.4 2.4 2.35 2.4 2:4 2.4 8.4 7.9 7.3 5.4 4.9 4.3 4.0 3.85 3.7 4.6 4.2 4.1 3.6 .3-4 3.3 3.26 3.6 3.4 3.4 •4.6 4.0 4.0 3.8 3.4 3.9 4.1 5.1 6.7 4.4 3.8 to 2.26 2.16 2.05 2.05 2.05 2.05 2.0 2.3 2.65 3.4 2.8 2.35 2.1 2.0 1.95 1.9 1.9 2.5 2.6 2.66 3.55 3.6 4.5 4.2 4.3 3.8 3.2 2.7 2.4 2.15 1.95 3.5 4.0 4.8 5.8 5.6 5.1 4.8 4.2 3.4 3.3 4.1 4.3 3.8 3.6 3.4. 4.1 3.7 3.4 3.3 3.6 4.2 5.6 4.8 4.4 4.5 3.9 4.7 4.1 3.5 3.S 1.9. 1.85 1.75 1.6S 1.7 1.85 1.95 1.9 1.9 3.0 3.3 3.7 3.25 3.8 3.65 2.95 2.45 2.3 2.0 1.9 2.9 3.3 2.85 2.55 2.3 2.3 2.35 1.95 2.8r 5.8 3.25 3.25 3.05 2.8 2.6 2,5 2.4 2.4 4.1 5.1 4.8 4.1 4.6 5.4 4.4 4.7 4.6 3.7 3.8 4.4 3.7 2.85 2.8 4.6 3.5 1.1 2.35 2.25 3.25 3.7 ■ 16.5 14.2 11.9 9.4 7.0 5.3 5.0 5.2 4.7 4.1 4.0 3.9 3.85 3.35 2.85 2.65 2.95 2.8 2.05 2.0 2.45 2.4 2.45 2.45 2.7 2.0 2.0 2.3 2.1 2.15 2.1 5.3 4.1 12.3 U.7 7.8 , 6.5 6.1 5.4 4.2 3.7 3.6 3.35 4.1 3.55 3.2 3.2 ■ 3.85. 3.4 2.8 2.55 2.4 2.3 2.16 2.05 2.05 1.95 1.9 1.9 1.8 2.0 3.1 1.9,5 1.5 1.8 1.7 3.0 4.7 6.1 7.0 4.7 3.85 3.45 4.4 4.1 2.85 2.5 2.3 2.15 2.05 2.05 2.35 2.35 2.05 1.75 1 7 1.7 1.7 1.0 1.6 1.5 1.45 1.45 3.05 3.9 4.0 2.96 2,16 2.0 2.0 2.4 2.S 2.0 2.0 2.46 2.15 1.9 J. 85 1.9 2.5 2.25 2.1 1.9 2.1 3.46 3.26 2.8 2.7 2.25 2.0 1.9 1.76 1.55 1.4 1.55 1.8 2.6 2.8 1.9 , 1.65 1.5 1.05 1.9 1.95 1.95 1.8 1.5 1.5 1.4 1.25 1.05 .% 1.05 .96 .95 1.35 1.2 .96 .82 .72 .80 1.90 3.3 1.6 1.6 1.5 1.45 1.4 1.35 1.35 1.35 1.35 1.35 1.3 1.4 1.3 1.25 1.35 2.8 2.9 2.3 1.95 1.7 1.6 1.95 2.4 2.15 1.96 1.8 1.6 1.5 1.5 1.5 . 1-46 2.25 1.6 1.4 1.2 1.1 1.15 2.4 3.25 2.95 2.8 2.65 2.05 1.75 1.55 1.4 1.4 1.25 1.2 1.15 1.06 1.05 1.0 .94 .85 88 .81 .98 1.2 1.25 1.2 1.15 1.4 1.5 1.75 1.55 1.46 1.46 1.46 L45 1.4 1.45 1.45 1.45 1.45 1.45 1.4 1.45 1.9 2.25 1.9 1.8 1.7 1.6 3.3 3.75 3.1 2.4 2.15 1.85 1.7 1.7 1.05 1.05 1.2 1.15 1.3 1.5 1.0 1.5 1.4 1.35 1.25 1.25 1.2 1.2 1.25 1.15 1.2 1.25 1.3 1.45 1.36 1.35 1.35 1.25 1.3 1.35 1.3 1.35 2.45 1.95 2 i.r 3 4 .. . . 1 6 S 6 1.6 1.6 7 3.1 8 9 10 5.4 4.5 3.9 n 3.05 12 2.8 13 5.4 14 5.2 15 1.5 16 3.85 18 3.2 2.75. 2.7 20 2.75 21 2.65 22 23 24 2.55 2.4 2.35> 26 3.3 28 3.35 3.55 28 3.25 2.8 30 2.5 2.3S. 1910 2.25 2.25 2. 26 2.26 2.25 2.35 3.25 4.0 3.7 3. '5 2.8 2.6 2.45 2.4 2.35 2.35 2.25 2.25 2^5 2.45 3.1 3.3 3.3 3.3 3.3 3.25 3.05 3.5 4.3 4.1 3.65 3.25 2.95 3.65 3.8 3.3 3.1 2.85 2.75 2.7 2.6 3.15 4.4 4.3 4.3 3.4 3.1 3.6 6.5 7.0 6.0 4.5 5.3 4.9 4,8 5.2 4.6 4.1 4.8 1.65 1.4 1.35. 1.45- 3.9 2 6 5.0 4.3 3.3 2.65- 2.3 7 g 10 11 2.1 1.9 1.9^ 1.8 1,7 12 13 15 16 1.7 1.7 1.8 1.9 1.9 18 20 21 l.g 1.7 1.7 1.9 1.95 22 23 25 26 1.9 1.9 1.8 1.8 2.85 3.3 28 !?:;-:::;::.:;: Digitized by Microsoft® 150 Water Powers of Alabama; Second Report Daily gage h eiglit, in feet, of Tallapoosa River at Sturdevant, Ala. — Cont'd. Day. Jan. Feb. Har. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec 1911 1 2.8 5.0 12.3 11.0 7.6 6.6 4.3 3.6 3.3 3.16 2.9 2.8 2.7 2.6 2.6 2.4 2.4 2.36 2.36 2.36 2.26 2.26 2.26 2.2 2.16 2. OS 2.16 2.16 2.16 2.26 2.26 5.0 4.7 4.3 4.0 3.8 3.6 4.3 9.8 7.2 6.9 4.9 4.3 4.0 3.6 3.4 3.2 3.0 3.0 3.4 3.8 3.6 3.2 3.0 2.9 2.9 2.8 2.8 3.7 17.6 15.6 9.6 2.16 2.05 2. OS 2.15 2.35 2.26 3.2 3.65 4.0 5.2 4.9 6.8 6.6 4.6 3.95 3.6 3. 46 3.2 3.0 3.96 4.2 3.9 3.4 3.1 2.9 2.8 2.7 2.6 6.7 8.-« 4.3 4.0 3.9 3.8 3.6 3.6 3.4 3.6 4.7 4.4 4.1 S.O 6.0 7.0 6.3 S.4 4.7 4.2 6.0 7.2 6.7 8.3 0.2 7.8 7.3 6.0 6.3 2.6 2.6 2.7 2.6 2.6 2.4 2.4 2.35 2. 35 2.3S 2.4 2.35 2.3 2.25 2,15 2.15 2.06 2.06 2:26 3.0 3.15 2.86 2.6 2.4 2.26 3.1 4.3 4.1 3.46 3.06 2.76 4.8 4.5 4.5 4.9 5.6 7.1 6.6 6.8 6.6 5.1 5.0 6.8 6.2 6.9 20.3 17.1 10.5 8.3 6.1 S.4 S.O t.a 4.7 8.6 8.7 6.8 6.8 6.4 12.4 11.9 9.8 2.6 2.45 2.4 2.65 7.9 8.3 6.3 5.2 6.7 7.6 6.7 6.0 4.5 4.1 3.85 3.5 3.3 3.2 3.26 3.16 3.6 3.26 3.0 2.8 2.7 2.66 2.66 3.35 3.15 2.7 S.5 6.1 6.4 6.0 4.9 4.7 4.6 4.6- 4.5 4.4 4.5 4.3 6.0 4.9 4.8 S.7 12.1 9.6 6.8 7.9 9.4 ll.S 12.7 8.8 7.2 S.8 6.2 6.1 7.6 6 8 2.85 3.05 2.96 2.8 2.65 2.4 2.4 2.35 2.25 2.15 2.15 2.05 2.05 1.95 1.9 1.9 1.8 1.9 1.8 1.9 3.3 3.6 6.0 6.1 3.4 2.76 2.36 2.16 2.0 1.86 1.8 6.1 6.4 4.9 4.8 6.2 4.5 5.8 7.1 6.5 8.4 S.O S.4 6.0 4.6 4.3 4.1 4.0 3.9 3.8 8.7 8.6 3.6 3.5 8.4 3.3 3.3 3.2 3.i2 3.2 9 A 1.9 1.75 1.6 1.5 1.55 2.1 2.1 1.8 1.65 1.6 1.6S 1.4 1.4. 1.3 1.2 1.0 1.0 1.25 1.65 1.66 2.15 2.75 2.75 2.2 1.85 1.65 2.4 2.16 2.05 1.6 3.4 3.2 3.3 3.0 4.0 4.0 4.5 4.1 3.7 3.3 3.0 .2.9 3.7 13.1 10.0 6.8- 6.2 4.1 3.6 3.4 3.2 S.O 2.9 2.7 3.0 4.1 5.0 4.4 4.0 3.6 1.3 1.15 1.1 1.15 1.65 3.6 2.2 1.6 1.35 1.5 1.85 2.15 2.4 2.9 3.2 5.3 6.9 6.5 6.4 4.5 3.7 3.35 3.6 3.06 3.66 3.6 2.66 2.25 1.96 1.7 1.56 3.2 4.0 3.3 3.9 4.1 4.0 4.3 3.6 6.2 6.2 4.9 4.0 4.9 4.9 4.1 4.5 6.3 4.7 4.1 3.6 3.3 3.0 2.9 2.9 2.7 3.4. 2.9 2.6 2.6 2.8 2.2 1.6 6.8 6.4 6.1 4.6 3.0 2.4 2.05 1.8 1.7 1.6 1.8 1.66 2.46 2.45 1.9 3.45 4.3 3.45 2.8 2.15 1.8 1.6 1.6 1.4 1.26 1.2- 1.15 1.35 l.l 1.05 2.3 2.2 3.4 8.2 S.0 2.7 6.6 6.0 6.5 6.1 6.5 5.1 4.0 3.2 3.1 3.2 8.7 4.0 3.3 3.0 2.8 2.9 a 3.2 3.4 3.0 2.9 2.5 2.3 2.2 1.05 1.1 1.0 1.0 1.8 1.9 2.2 1.9 1.25 1.15 1.0 .9 .81 .70 .62 .56 .54 .54 .56 .76 1.25 1.1 1.6 . 1.35 1.06 .9 .85 .66 .58 .68 2.1 2.0 2.0 1.9 1.9 1.9 1.8 1.8 1.7 1.6 1.6 1.6 1.7 1.8 2.3 2.7 2.4 2.2 2.2 2.0 1.9 1.8 6.8 6.0 4.5 3.8 3.0 2.6 . 8.0 2.6 0.38 .29 .27 .22 .18 .18 .14 .09 .09 .11 .29 .71 1.3 1.0 .88 .84 2.3 2.46 3.3 2.45 1.75 1.45 1,1 1.0 .95 .84 .88 .96 1.25 1.1 1.45 2.3 2.2 2.3 2.2 3.9 6.8 4.0 3.0 2.4 *A 2.1 2.1 2.0 2.0 2.1 2.1 1:1 3.8 4.5 4.0 8.2 2.9 2.6 2.3 2.2 2.2 2.0 2.0 1.9 2.0 1.8 1.4 1.35 1.3 1.2 1.4 2.4 3.3 6.5 6.6 4.1 3.2 2.7 2.35 2.1 1.9 1.85 1.85 2.2 2.45 2.3 1.95 1.8 1.7 1.75 1.9 1.8 2.35 2.65 2.3 2.0 1.9 1.9 1.8 1.8 1.9 1.8 1.8 1.7 »•? 1.8 1.9 2.0 2.0 2.1 2.0 1.9 1.9 1.9 1.0 1.9 1.9 1.9 1.9 1.8 l.« 1.8 1.8 1.9 1.9 2.15 2 1.9 3 1.8 4 1.7 s.: 1.6 6 1.6 .7 1.66 8 l.S 9 1.5 10 1.5 n 1.5 12 l.S 1.6 14 1.6 16 1.6 16 2.06 17 2. IS 18 1.95 19 1.9 20 2.8 21 4.7 &........... 6.0 23 6.8 24 6.9 26 4.7 28 4.1 27 6.2 28 6.0 29 30 4.1 4.1 81 1912 1 ;.. 2 ; 3 6.8 1.9 1.9 2.0 4 3.1 6 4.4 6 4.2 7 3.8 8 3.6 3.3 10 3.2 11 12 .... 3.0 2.9 13 2.7 14 2.6 15 2.3 16 17 2.3 2.3 18 3.0 19 2.9 20 2.9 21 2 7 22 ^f\ 23 24 6 26 6.3 4.8 4.0 8.8 3.6 8.4 3.4 26 27 28 29 30... 31 1 "•■ Digitized by Microsoft® Tallapoosa Bwer at 8turdevant, Ala. 151 Daily gage height, ii% feet, of Tallapoosa River at Sturdevant, Ala. — Cont'd. Day. Jan. Feb. Mar. Apr. May. June July. Aug. Sept. Oct. Nov. Dec. 191S 1 3.4 3.2 3.5 3.7 8.6 3.3 3.0 3.1 3.4 3.2 3.0 4.1 4.8 4.3 3.6 3.2 3.0 3.0 3.4 3.4 3.2 3.0 3.0 3.5 6.7 5.6 13.3 13.3 9.4 7.1 6.5 3.2 2.9 3.2 3.0 2.9 2.7 2.5 2.3 2.2 2.2 2.1 2.0 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.9 1.8 1.9 1.8 2.2 2.2 2.1 2.1 2.5 3.8 6.0 4.7 6.3 8.3 6.8 B.B 4.B 4.1 3.9 3.8 3.7 4.0 5.2 4.6 4.0 3.8 3.6 3.5 3.4 4.0 4.3 5.5 4.7 4.1 3.9 3.7 5.7 7.4 7.3 6.6 4.7 4.1 4.1 4.0 3.9 3.8 3.7 8.6 9.2 7.7 11.2 12.5 11.6 9.0 6.9 5.8 5.2 5.0 7.3 8.6 6.7 6.6 5.0 4.9 11.8 9.2 7.8 6.6 6.0 3.1 3.0 2.9 2.7 2.5 2.4 2.3 2.3 2.2 2.2 2.2 3.6 3.6 3.2 2.9 2.7 2.5 2.3 2.2 2.4 2.7 2.7 2.7 2.5 2.3 2.4 2.4 2.5 4.9 5.1 4.8 4.5 4.5 4.3 4.2 4.1 4.1 4.0 4.0 4.5 4.3 4.1 4.0 3.9 3.8 3.7 3.6 3.5 3.B 3.4 3.3 3.2 3.2 3.2 3.4 3.5 3.6 3.4 3.2 3.1 3.0 3.0 3.0 2.9 2.8 2.8 2.8 2.9 2.9 2.9 2.8 2.7 2.7 2.6 2.6 3.5 3.4 3.0 2.8 2.7 2.6 4.0 5.1 4.3 3.6 3.0 2.7 2.5 2.4 2.3 2.7 2.7 2.B 2.3 2.3 2.2 2.2 2.5 2.2 2.3 2.2 2.0 1.9 1.8 1.7 1.7 1.6 1.7 1.7 1.7 1.6 1.6 1.5 1.45 1.35 1.35 1.25 .1.26 l'.25 2.4 2.3 8.0 4.1 3.0 4.0 6.8 6.5 4.8 4.0 3.4 3.0 2.7 2.6 2.4 2.3 2.2 2.2 2.1 2.0 1.9 2.0 2.2 2.1 2.0 1.8 1.7 1.7 1.8 2.0 3.2 2.8 2.2 2.0 2.0 1.7 1.7 1.6 1.4 1.4 2.0 4.0 5.0 3.6 2.8 2.7 2.3 2.0 1.7 1.7 3.0 2.3 2.7 3.0 3.1 2.9 2.5 2.2 2.9 2.7 2.2 0.65 .5 2.1 1.25 .8 1.6 1.05 .85 .7 1.2 .9 1.6 1.25 .95 .6 .45 1.35 4.7 3.4 2.9 2.5 2.0 1.25 .95 .8 .8 2.9 3.0 2.0 2.7 3.4 2.9 2.2 1.9 1.7 1.6 2.0 1.8 1.7 2.0 1.7 1.36 1.2 2.3 2.5 1.9 1.6 1.3 1.15 1.0 1.25 2.0 1.7 1.1 1.3 1.0 .9 1.2 2.2 2.3 1.9 1.7 2.0 1.7 2.0 1.45 1.2 1.5 4.7 3.8 2.9 5.2 4.9 3.7 2.7 2.2 1.9 1.5 1.3 1.45 1.3 1.45 2.2 1.7 1.4 2.6 2.0 1.4 1.3 1.8 2.3 2.3 1.6 1.8 2.2 2.0 2.4 1.7 1.3 1.15 2.9 2.2 1.8 1.4 1.25 1.26 1.5 1.45 1.35 1.5 1.7 2.1 1.7 1.6 1.4 1.2 1.1 .95 .95 2.7 4.9 8.6 2.5 2.0 1.6 1.35 1.15 1.16 1.05 1.05 1.0 .9 .85 .8 .75 .7 .7 1.2 3.1 3.4 2.8 2.4 2.6 3.9 3.4 2.9 2.4 2.2 1.8 1.7 1.7 0.95 2.2 2.3 1.7 1.35 1.25 1.36 1.35 1.2 1.05 1.0 .85 1.15 2.2 4.1 4.6 3.4 2.7 2.0 1.7 1.45 1.3 1.1 1.05 1.0 1.0 .95 .8 .9 .9 .9 1.6 1.6 1.45 1.46 1.4 1.35 1.45 1.35 1.45 1.45 1.4 1.35 1.36 1.35 1.35 1.36 1.36 1.45 1.45 1.45 1.45 1.35 1.35 1.35 1.26 1.25 1.25 1.35 1.45 1.4 1.8 2 3.0 3 3.0 4 3.0 B 2.3 6 2.2 7 2.5 8 2.3 9 2.2 10 2.0 11 1.9 12 1.8 13 1.7 14 1.7 16 1.9 16 1.9 17 1.8 18 1.8 19 1.7 20 1.7 21 1.7 22 1.7 23 1.7 24 1.7 25 2.0 26 2.2 27 2.2 28 2.0 29 3.6 30 3.8 3.8 1914 1 Z~.........~... 3.6 3.3 2.8 2.3 2.2 2.9 4.7 6.0 4.7 3.8 3.2 2.8 2.7 3.0 2.9 2.7 2.5 2.3 2.4 2.7 3.0 2.9 2.7 2.5 2.3 2.5 2.7 3.0 6.5 5.6 4.3 3.6 3.1 2.9 2.7 3.6 4.2 3.8 3.6 3.2 2.9 6.7 8.9 6.8 5.4 4.2 4.0 5.0 5.0 4.2 3.6 3.2 3.0 2.9 2.7 ..2.5 tlTXiC 2.7 1.35 1.35 1.25 1.4 2.0 2.9 2.6 2.2 2.2 1.8 1.4 2.6 1.6 2.0 1.9 1.8 1.8 2.0 3.4 2.3 2.4 2.0 1.6 1.3 1.06 .8 .6 licm. .85 1.4 1.3 1.5 1.7 1.6 1.15 .95 .75 .6 .65 .45 .65 1.16 2.0 1.15 .75 .6 .65 .96 .75 .85 2.0 1.6 1.35 1.1 1.0 1.0 .86 .75 .75 0.9 .9 .8 .8 .8 .8 .8 .8 .9 .9 .8 .8 1.0 1.25 4.0 6.7 4.7 2.7 2.2 1.9 1.7 1.45 1.3 1.1 1.0 1.05 1.3 1.7 3.4 4.0 3.6 3.0 2.9 4. _.. 6 4.6 6.6 4.5 7 3.6 8 3.0 9 10 2.7 2.3 11 2.2 12 2.1 13 2.5 14 3.0 IB 3.0 16 2.8 17 2.5 18 19 20 21 2.2 2.3 22 23 2.3 24 25 26 4.7 4.9 4.1 4.5 6.1 5.1 27 28 SO 31 162 Water Powers of A labama; Second Report. Daily gage height, in feet, of Tallapoosa River at Sturdevant, Ala. — Cont'd. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept 1915 1 4.1 3.4 3.0 2.9 2.7 4.5 7.8 6.2 4.7 4.1 4.0 6.0 4.5 4.0 3.5 3.3 6.3 7.8 7.6 6.2 4.9 4.1 4.2 8.1 7.6 6.6 6.5 4.7 4.1 3.8 3.6 11.3 12.7 9.0 7.8 5.8 5.0 4.6 4.2 4.0 3.8 3.6 3.6 3.4 3.6 6.1 5.9 6.1 4.3 4.0 3.8 3.6 3.6 3.7 5.6 6.1 5.4 4.5 4.0 3.8 3.6 3.6 3.6 6.8 6.3 5.4 4.7 4.2 4.0 3.8 3.7 8.6 3.5 3.4 3.4 3.4 3.3 3.2 3.2 3.3 3.2 3.2 3.1 3.0 3.0 3.0 3.0 3.0 3.0 3.4 3.5 3.4 3.2 3.0 3.0 2.9 2.9 2.8 2.8 2.8 2.7 2.6 2.6 2.6 2.5 2.5 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.3 2.2 2.6 2.3 2.5 2.3 2.2 2.2 2.1 2.1 2.0 2.0 2.0 2.3 7.9 9.2 6.3 4.1 4.4 4.0 3.6 3.2 3.0 2.6 2.5 2.3 2.2 2.2 2.1 2.1 2.2 2.1 2.1 2.6 6.2 4.1 3.5 2.9 2.7 3.1 2.8 2.6 a.2 2.1 2.1 2.8 2.2 1.8 1.7 1.7 1.8 2.0 2.2 2.0 1.8 2.2 1.8 1.7 1.45 1.35 1.15 1.05 1.05 1.1 1.3 1.45 3.6 2.9 3.9 9.7 7.9 5.3 8.0 U.6 4.9 3.8 4.9 7.2 6.7 4.3 3.2 2.8 2.6 3.0 2.7 2.3 2.0 1.8 1.8 1.6 1.6 1.6 1.45 1.35 1.25 1.15 1.06 1.0 1.0 1.0 .95 1.35 1.7 1.1 1.0 1.0 .9 .9 .9 3.8 3.2 2.4 2.1 1.8 1.6 1.4 1.26 2.0 3.8 3.0 2.6 2.2 2.2 3.0 2.5 1.6 1.4 1.25 1.45 1.35 1.46 2 1.36 3 1.06 4 l.OB 6 13.3 .6 . 7.0 7 S 5.9 3.6 9 2.6 iO 2.1 11 , , 1.8 12 1.6 13 1.46 14 1.46 15 1.6 16 1.36 17 1.7 18 1.4 19 1.3 20 1.25 21 1.15 22 1.05 28 1.0 24 .95 25 .8 26 .7 27 .6 28 .6 29 . .65 30 2.3 31 , Note. — ^At present all stream flow computations by the United States Geological Survey are prepared for the climatic year ending September 30, the year 1916 will begin with October 1, 1915, thus including three months of 1915. Rating table for Tallapoosa River at Sturdevant, Ala., for 1900, 1901 and 1902, Gaee Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height charge. height charge. height charge. Feet Sec.-feet Feet Sec.-feet Feet Sec-feet Feet Sec-feet 0.6 655 2.6 2,620 4.4 6,310 7.0 9,340 .8 660 2.8 2,830 4.6 6,620 8.0 10,890 1.0 775 3.0 8,140 4.8 6,930 9.0 12,440 1.2 910 3.2 3,460 6.0 6,240 10.0 13,990 1.4 1,055 3.4 3,760 6.2 6,650 11.0 16,640 l.« 1,220 3.6 4,070 5.4 6.860 12.0 17,090 1.8 1,410 3.8 4,380 6.6 7,170 13.0 18,640 2.0 1,640 4.0 4,690 5.8 7,480 14.0 20,190 2.2 1,910 4.2 6,000 6.0 7,790 16.0 21,740 2.4 2,210 Digitized by Microsoft® Tallapoosa River at Sturdeyant, Ala. 153 Rating table for Tallapoosa Ricer at Stu •tlevant, Ala., for 190S. Gage IMS- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec-feet. Feet. Sec.-feet. 0.90 76B 2.30 2,026 3.70 4,120 6.00 7,670 1.00 810 2.40 2,170 3.80 4,270 6.20 7,870 1.10 869 2.50 2,320 3.90 4,420 6.40 8,170 1.20 912 2.60 2,470 4.00 4,570 6.60 8,470 1.30 970 2.70 2,620 4.20 4,870 6.80 8,770 1.40 1,036 2.80 2,770 4.40 5,170 7.00 9,070 1.50 1,110 2.90 2,920 4.60 5,470 8.00 10,570 1.60 1,194 3.00 3,070 4.80 5,770 9.00 12,070 1.70 1,288 3.10 3,220 5.00 6,070 10.00 13,570 1.80 1,390 3.20 3,370 5.20 6,370 11.00 16,070 1.90 1,600 3.80 3,520 6.40 6,670 12.00 16,570 2.00 1,620 3.40 3,670 5.60 6,970 13.00 18,070 2.10 1,750 3.60 3,820 5.80 7,270 14.00 19,57(1 2.20 1,885 3.60 3.970 Rating table for Tallapoosa Rifcr at Stiirdct Ala., for 1904. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. —0.20 250 1.00 774 2.40 1,986 4.60 5,780 — .10 275 1.10 834 2.60 2.230 4.80 6,250 .00 306 1.20 897 2.80 2,496 6.00 6,740 .10 339 1.30 963 3.00 2,780 5.20 7,240 .20 377 1.40 1,032 3.20 8,085 5.40 7,760 .30 418 1.60 1,105 3.40 3,410 6.60 8,300 .40 462 1.60 1,182 3.60 3,765 5.80 8,860 .50 509 1.70 1,264 3.80 4,120 6.00 9,430 .60 658 1.80 1,352 4.00 4,600 7.00 12,380 .70 609 1.90 1,446 4.20 4,900 8.00 15,480 .80 662 2.00 1,546 4.40 5,330 9.00 18,690 .90 717 2.20 1,757 Rating table for Tallapoosa River at Stu relevant, Ala., for 1905 and 1906. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec-feet Feet. Sec-feet. Feet. Sec-feet. Feet. Sec-feet. 0.10 296 1.50 1,020 3.00 2,730 4.80 6,260 .20 334 1.60 1,100 3.10 2,880 6.00 6,760 .30 374 1.70 1,180 3.20 3,030 5.20 7,280 .40 416 1.80 1,270 3.30 3,190 5.40 7,800 .50 460 •1.90 1,360 3.40 3,360 5.60 8,330 .60 506 2.00 1,460 3.60 3,520 5.80 8,880 .70 564 2.10 1,660 3.60 3,690 6.00 9,440 .80 604 2.20 1,670 3.70 3,870 6.20 10,000 .90 656 2.30 1,790 3.80 4,060 6.40 10,660 1.00 710 2.40 1,910 3.90 4,260 6.60 11,140 1.10 766 2.50 2,040 4.00 4,450 6.80 11,740 1.20 824 2.60 2,170 4.20 4,870 7.00 12,350 1.30 886 2.70 2,300 4.40 6,310 7.20 12.990 1.40 950 2.80 2.90 2,440 2,680 4.60 6,770 7.40 13,630 The above table is based on discharge measurements made during 1904-6. It is well de- fined between gage heights 0.4 foot and 10 feet. Above gage height 7 feet the rating curve is a tangent, the diflierencR being 320 ner tenth. Digitized by Microsoft® 154 Water Powers of Alabama; Second Report. Rating table for Tallapoosa River at Sturdevant, Ala., for 1907 and, 1908. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charBe. height. charge. height. charge. height. charge, Feet. Sec-feet. Feet. Sec.-feet Feet. Sec-feet Feet. Sec.-feet 0.60 480 2.00 1,660 3.60 3,600 6.80 8,880 .60 630 2.10 1,670 3.60 3,770 6.00 9,440 .70 580 2.20 1,780 3.70 3,960 6.20 . 10.000 .80 635 2.30 1,900 3.80 4,130 6.40 10,660 .90 690 2.40 2,020 3.90 4,320 6.60 11,140 1.00 750 2.60 2,140 4.00 4,610 6.80 11,740 1.10 816 2.60 2,270 4.20 4,910 7.00 12.360 1.20 880 2.70 2,400 4.40 6,330 8.00 16,650 1.30 960 2.80 2,630 4.60 5,770 9.00 18,760 1.40 1,020 2.90 2,670 4.80 6,260 10.00 21,960 1.60 1,100 3.00 2,810 6.00 6,760 11.00 26.160 1.60 1,180 3.10 2,960 6.20 7,280 12.00 28.360 1.70 1,270 3.20 3,110 5.40 7,800 13.00 31.550 1.80 1,360 3.30 3,270 6.60 8,330 14.00 34,760 1.90 1,460 3.40 3,430 Note. — The above table is not applicable for obstructed-channel conditions. It is based on over 30 discharge measurements made during 1900-1908 and is well defined below gage height 10 feet. Above gage height 7 feet the rating curve is a tangent the difference be- ing 320 per tenth. Daily discharge, in second-feet, of Tallapoosa River, at Sturdevant, Ala. Pay. 1909 1 2 3 4 a 6 7 8 9 10 11 12 . 13 14.. 16 16 17 18 19 20 21 22 23 M 25 26 27 2g 29 30 31 Tan. Feb. 1,720 1,670 1, 1,510 ■1,620 2,740 2,880 3,270 2,740 2,020 1,720 1,620 1,620 1,780 1,960 2,140 2,740 3,040 3,430 2,630 2,200 1,960 1,840 1,720 1,720 1,670 1,620 1,510 1,510 1,460 1.360 1,320 1,320 1,360 1,320 1,270 4,710 6,770 3,950 2,880 23.600 17,800 9,440 6,010 14,900 14,300 21,600 15,200 0,160 6,760 6,010 6,120 14,900l 9,440 11,700 8,880 6,760 4,910 4,130 liar. 3,600 3,270 3,270 3.860 3,270 3,040 4,420 14,300 8,330 45,300 31,900 28,700 60,800 37,000 30,000 22,000 14,000 7,280 6,500 7, 32,500 20,000 12,400 7,280 6,760 5,770 7,280 5,550 4,710 Apr. 4,320 4,130 3,950 3,770 3,600 3,600 3,770 4,710 5,550 4,710 4,320 3,770 4,710 6,770 6,330 4,510 3,060 3,430 3,270 3,190 3,040 2,880 6,760 14,000 12,400 16,200 16,800 17,600 11.100 7,540 May. ■10,800 16,200 13,300 7,800 6,600 6,120 4.610 4.220 3.9SO 6,770 4,910 4,710 3,770 3,430 3,270 3,190 3,770 3,430 3,430 6,770 4,510 4,510 4,130 3,430 4,320 4,710 7,020 lU^OO 5,330 4.130 4,510 3,600 4;610 6,250 8,880 8,330 7,020 6,250 4,910 3,430 3,270 4,710 5,120 4.130 3,770 3,430 4,710 3,950 3,430 3,270 3,770 4,910 8,330 6,250 6,330 6,660 4, 6,010 4,710 3, 3,600 July. 3,190 3,190 2,880 2,630 2,270 2,140 2,020 2,020 4,710 7,020 6,250 4,710 6.770 7. 800 6,330 6,010 6,770 3,960 4,130 5,— 3.960 2.- 2,630 6,770 2-, 630 2,020 1, 1,840 3.190 3,950 Aug. 7,640 4.710 29,300 27,400 14,900 10,800 9,720 7,800 4,910 3,950 3.770 3,350 4,710 «,680 3,110 3,110 4,220 3,430 2,530 2,200 2.020 1,900 1.720 1,620 1,620 1,510 1, 1,460 1,360 1,560 2,900 Sept. 2,880 4.320 4,610 2,740 1,720 1,560 1,560 2,020 2,270 1,560 1,560 2,080 1,720 1,460 1,410 1,460 2,140 1,840 1,670 1,460 1,670 3,620 3,190 2,630 2,400 1,840 1,560 1,460 1,320 1,140 Oct 1,180 11180 1,100 1,060 1,020 985 985 985 985 960 1,020 960 916 2,530 2,670 1,900 1,610 1,270 1,180 1,610 2,020 1,720 1,510 1,360 1,180 1,100 1,-100 1,100 1,060 1, 1.100 1.320 1.140 1,060 I. 1,060 1,060 1,020 1.060 1,060 1,060 1,060 1,060 1,020 1,060 1, 1,840 1,460 1, 1,270 1,180 3,270 4,040 2,020 1,720 1,410 1.270 1.270 Dec 1,270 1,270 1,180 1,180 1,180 1,180 2,960 7,800 6,650 4,320 2,880 2,530 7,800 7,280 6,560 4,-220 3,110 2,460 2,400 2,460 2,340 2,200 2,020 1,960 3,270 3,350 3,680 3,190 2,530 2,140 1,900 Digitized by Microsoft® Tallapoosa Riper at Stwrdevant, Ala. 155 Daily discharge, in second-feet, of Tallapoosa River, at Stiirderant, Ala. — Continued. Day Jan. Feb. Mar. Apr. I May June July Aug. Sept. Oct Nov. 1910 1,840 1,840 1,840 1,840 1,840 1,960 3,190 4,510 S,960 3,040 2,530 2,270 2,080 2,020 1,960 1,960 1,840 1,840 1,960 2,080 2,960 3,270 3,270 3,270 3,270 1 3,190 2,880 3,600 6,120 4,710 3,860 3,190 2,740 3,860 4,130 3,270 2,960 2,600 2,460 2,400 2,270 2,880 6,330 6,120 6,120 3,430 2,960 3,770 10,800 12,400 9,440 6,550 7,540 6,500 6,250 7,280 5,770 4,710 6,250 2,530 6,760 29,300 25,200 14,300 8,330 5,120 3,770 3,270 3,040 2,670 2,530 2,4C0 2,270 2,140 2,020 2,020 1,960 1,960 1,960 1,840 1,840 1,840 1,780 1,720 1,620 1,720 1,720 1,720 1,840 1,840 1,720 1,620 1,620 1,720 1,960 1,840 -3,110 3,680 4,510 7,280 6,500 8,880 8,330 5,950 4,420 3,770 3,620 3,110 2,810 4,420 4,910 4,320 3,430 2,960 2,670 2,530 2,400 2,270 15,900 14,900 10,600 7,020 6,120 4,320 3,950 3.600 3,430 3,270 3,680 3,770 3,620 3,270 2,960 2,810 2,740 2,600 2,810 3,110 2,810 2,670 2,600 2,600 2,630 2,630 2,460 2,400 2,340 2,270 2,270 2,270 2,270 2,400 2,270 2,140 2,020 2,020 1,960 1,960 1,960 2,020 1,960 1,900 1,840 1,720 1,720 1,620 1,620 1,840 2,810 3,040 2,600 2,270 2,020 1,840 2,960 5,120 4,710 X4IiC 2,880 2,460 2,140 2,140 2,140 2,140 2,200 2,530 2,630 2,340 2,020 1,960 1,960 2,020 2,960 3,190 2,630 2,460 6,600 5,560 3,950 3,190 2,630 2,340 2,270 2,140 2,020 2,020 1,960 2,020 2,020 2,020 2,270 2,080 2,020 2,340 15,200 16,500 10,300 7,280 11,400 14,000 11,400 6,760 5,550 4,710 4,220 3,600 3,270 3,110 3,190 3,040 3,Tro 3,190 2,810 2,530 2,400 2,340 2,340 3,390 2,400 1,840 1,720 1,620 1,620 1,620 1,620 1,560 1,900 2,340 3,430 2,630 1,960 1,670 1,660 1,610 1,460 1,460 2,140 2,270 2,340 3,680 3,770 6,560 4,910 5,120 4,130 3,110 2,400 2,020 1,720 1,510 2,600 2,880 2,740 2,530 2,200 2,020 2,020 1,960 1,840 1,720 1,720 1,620 1,620 1,510 1,460 1,460 1,360 1,460 1,360 1,460 3,270 3,600 6,760 7,020 3,430 2,460 1,960 1,720 l,4l6 1,360 1,460 1,410 1,320 1,220 1,270 1,410 1,510 1,460 1,460 2,810 8,270 3,950 3,190 4,130 3,860 2,740 2,080 1,900 1,560 1,460 2,670 3,270 2,600 2,200 1,900 1,900 1,960 1,510 2,530 8,880 42,800 35,400 28,000 20,000 12,400 7,540 6,760 7,280 6,010 4,710 4,510 4,320 4,220 3,360 2,600 2,200 2,740 2,530 2,340 2,270 2,080 2,020 2,080 2,080 2,400 2,270 2,270 1,900 1,670 1,720 1,670 1,460 1 950 1,320 848 1,180 815 1,100 848 1,140 1,220 1,670 3,770 1,670 1,780 \-^ 1,180 985 1,180 1,100 1,140 1,410 1,020 1,720 1,020 2,020 990 2,670 880 3,110 750 7,540 790 12,000 915 10,800 1,140 10,600 1,220 5,550 1,720 3,950 2,460 3,350 2,460 3,77Q 1,780 2,880 1,410 3,860 1,220 3,600 2,020 2,340 1,720 ^•^ 1,180 m 1,140 1,610 1,460 1,360 1,270 2,810 6,010 9,720 12,400 6,010 4,220 3,520 5,330 4,710 2,600 2,140 1,900 1,720 1,620 1,620 1,960 1,960 1,620 1,320 1,270 1,270 1,270 1,180 1,180 1,100 1,060 1,060 1,100 8,880 7,800 7,020 5,550 2,810 2,020 1,620 1,360 1,270 1,180 1,3G0 1,220 2,080 2,080 1,460 3,520 5,120 3,520 2,530 1,720 1,360 1,180 1,100 1,020 915 880 848 985 815 782 1,0201 1,840 1,140 1,360 2,270 2,630 1,460 1,220 1,100 1,220 1,460 1,610 1,610 1,360 1,100 1,100 1,020 916 782 726 782 726 720 986 880 726 646 591 635 1,460 3,270 782 815 750 750 1,360 1,460 1,780 1,460 915 848 750 690 640 580 540 510 500 500 510 608 915 815 1,100 985 782 560 520 520 1,180 1,020 880 816 848 2,020 3,190 2,740 2,630 2,200 1,620 1,320 1,140 1,020 1,020 916 880 848 782 782 750 714 662 679 640 738 880 915 880 848 426 386 378 358 343 343 329 312 312 318 586 990 790 679 657 1,900 2,080 3,270 2,080 1,320 1,060 815 750 720 657 679 720 915 815 1,060 782 782 880 848 960 1,100 1,180 1,100 1,020 986 916 916 880 880 915 848 880 916 960 1,060 985 985 985 915 950 986 960 986 2,080 1,610 1,360 1,020 985 950 1,020 2,020 3,270 10,800 8,330 4,710 3,110 2,400 1,960 1,670 1,460 1,410 1,410 1,780 2,080 1,900 1,510 1,3C0 1,270 1,320 1,460-' 1,360 1,960 2,200 1,900 1,620 1,720 1,910 1,460 2,580 6,010 9,440 11,700 9,160 6,010 4,710 7,280 6,760 4,710 4,710 7,540 156 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tallapoosa River, at Sturdevant, Ala. — Continued. , Day. Tail. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Deo. 1, ^ 6,760 6,010 6,120 4,510 4,130 3,770 5,120 21,300 13,000 9,160 6,500 5,120 4,510 3,770 3,430 3,110 2,810 2,810 3,430 4,130 3,770 3,110 2,810 2,670 2,670 2,530 2,530 3,950 46,000 39,900 20,700 3,430 3,110 3,600 3,950 3,770 3,270 2,810 2,960 3.430 3,110 2.810 4.710 6,250 5,1?0 3,770 3,110 2,810 2,810 3,430 3,430 3,110 2,810 2,810 3,600 11,400 8,330 32,500 32,500 20,000 12,700 10,800 11,400 8,330 5,120 4,510 4,3X 4,130 3,770 3,600 3,430 3,770 6,010 5,330 4,710 6,760 9,440 12,400 10,300 7,800 6,010 4,910 9,440 13,000 11,400 16,500 19,400 14; 900 13,300 9,440 7,540 9,440 6,010 10,300 16,500 \i,-m 8,060 5,550 4,710 4,320 4,130 3,-950 4,510 7,280 5,770 4,510 4,130 3,770 3,600 3,430 4,510 5,120 8.060 6.010 4,710 4,320 3,950 8,600 13,600 «,250 5; 550 5,550 6,500 8,330 12,700 11,100 8,880 8,330 7,020 6,760 8,880 7,280 9,160 54,400 44,700 23,600 16,600 9,720 7,800 6,760 6,250 6,010 17,500 17,800 11,700 8,880 7,800 29,600 28,000 21,300 13,300 8.330 6,010 4,710 4,710 4,510 4,320 4,130 3,9Sfl 17,500, 19,400 14,600 25.800 30,000 27,100 18,800 12,000 8,880 7,2S0 6,760 13.300 17,500 11,400 8,330 6,760 6,500 27,700 19,400 14,900 11,100 9,440 17,200 9,720 T,800 6,760 6,500 6,010 6,770 6,770 5,550 5,330 5,550 5,120 9,440 6,500 6,250 8,600 28,700 20,700 11,700 15,200 20,000 26,800 30,600 18,100 13,000 8,880 7,280 9,720 14,300 11,700 7,020 6,250 5,550 5,550 5,120 4,910 4,710 4,710 4,510 4,610 5,550 5.120 4,710 4,510 4,320 4,130 3,950 3,770 3.600 3,600 3,430 3.270 3,110 3,110 3,110 3,430 3.600 3,600 3,430 3,110 9,720 7,800 6,500 6,250 7,280 5,550 8,880 12,700 10,800 7,800 6,760 7,800 6,760 6,770 5,120 4,710 4,510 4,320 4,130 3,950 3,770 3,770 3,600 3,430 3,270 3,270 3,110 3,110 3,110 3,430 3,600 2,960 2,810 2,810 2,810 2,670 2,530 2,530 2,530 2,670 2,670 2.670 2,530 2,400 2,400 2,270 2,140 3,600 3,430 2,810 2,530 2,400 2,270 4.510 7,020 5,120 3,770 2,810 2,400 2,140 2,020 1,900 3,430 3,110 3,270 2,810 4^510 4,510 5,550 4,710 3,950 3,270 2,810 2,670 3,950 31,900 22,000 11,700 7,280 4,710 3,770 3,430 3,110 2,810 2,670 2,400 2,810 4,710 6,760 5,330 4,510 3,770 2,020 1,900 2,810 4,710 2,810 4,510 11,700 8,060 6,250 4,510 3,430 2,810 2,400 2„140 2,020 1,900 1,780 1,780 1,670 1,560 1,460 1,560 1,780 1,670 1,560 1,360 1,270 1,270 1,360 1,560 3,110 4,510 3,270 4,320 4,710 4,510 6,120 3,770 7,280 7,280 6,500 4,510 6,500 6,500 4,710 5,550 10,300 6,010 4,710 3,770 3,270 2,810 2,670 2,670 2,400 3,430 2,670 2,270 2,140 1,900 1,786 3,110 2,530 1.780 1,560 1,560 1,270 1,270 1,180 1,0.'0 1,020 1,560 4,510 6,760 3,770 2,530 2,400 1,900 1.560 1,270 1,270 2,810 1,900 2,400 2,810 2,960 2,670 2,140 1,780 2,67fl 2,400 1,780 1,900 1,780 2,020 3,110 2,810 2,400 8,330 6,760 8,060 9,720 10,800 7,020 4,510 3,110 2,060 3,110 3,950 4,510 3,270 2,810 2,630 2,670 6,010 2,810 3,110 3,430 2,810 2,670 2,140 1,900 1,780 1,560 2,400 3,430 2,670 1,780 1,460 1,270 1,100 1,560 1,360 1,270 1,560 1,270 985 880 1.900 2.140 1,460 1,180 950 848 750 915 1,560 1,270 815 950 750 690 880 1,780 1,670 1,560 1,560 1,460 1,460 1,460 1,360 1,300 1,270 1,180 1,180 1,180 1,270 1,360 1,M0 2,400 2,020 1,780 1,780 1,560 1,460 1,360 11,700 9,440 S,S90 4,130 2,810 2,140 2,810 2,270 1,900 1,900 1,180 1,360 1,780 1,560 2,020 1,270 950 848 2,670 1,780 1,360 1,020 915 91S I.IOO 1,060 985 1,100 1,270 1,670 1,2-0 1,180 1,020 880 815 720 720 2,400 1,900 1,780 1,780 1,780 4,320 8,880 4,510 2,810 2,020 1,780 1,670 1,670 1,560 1,560 1,670 1,670 1,670 1,670 4 130 5,550 4,510 3,110 2,670 2,140 1,900 1,780 1,780 1,560 1,560 1,460 1,560 6,500 3,770 2,140 l,.'i60 1,180 985 848 848 782 782 750 690 662 635 608 580 580 880 2,960 3,430 2,530 2,020 2,140 4,320 3,430 2,670 2,oro 1,780 1,360 1,270 . 1,270 1,560 1,460 1,460 1,360 1,360 1,460 1,360 1,360 1,270 1,270 1,360 1,460 1,560 1,560 1,670 1,660 1,460 1,460 1,460 1,460 1,460 1,460 1,460 1,460 1,360 1,360 1,360 1,360 1,460 1,460 1,180 1.100 1.060 1.060 1,020 985 1,060 985 1,060 1,060 1.020 985 985 985 985 985 985 1,060 1,060 1,060 1,060 985 985 985 915 915 915 985 1.060 1,020 1,460 2 1,460 1,660 2,960 t 6,330 e 4,910 7 4,130 s 3,770 t 3,270 e 3,110 1 2 2,810 2,670 3.. 4 2,400 2,140 5 ; 1,900 16 1,900 17 1,900 2,810 19 2,670 20 2,m n 22 2,400 2,270 3,430 24 9,440 25 7,540 5,120 27 4,510 4,130 29 3,770 2Q 3,430 31 3,430 1913 1,360 2.810 2,810 4 . .- 2,810 1,900 l.'M 2,140 8 1,900 9 10 11 12 13 1,780 1,560 1.460 1,360 1,270 1,270 1,460 1,460 1,360 1,360 17 18 19 1,270 1 270 "20 -21 1,270 1 270 22 "23 1,270 1,270 1 560 24 25 . . . ,. 26 1 780 27 ... 1,780 1,560 3,770 4.130 4,130 28 29 30 NOTE — Daily discharge computed from a well-defined rstinK curve. Note, — ^The daily discharges for 1914 and 1915 have not been computed. Digitized by Microsoft® Tallapoosa River at SturdevoMt^ Ala. 157 Monthly discharge of Tallapoosa Hirer at Sturdevant, Ala. [Drainage area, 25,000 square miles.] Discharge in second-feet. Run-off. Montb, Maximum. Minimum. Mean. Secon*' feet per square mile. Deptli in inches.- 1900. Tnlv 10 31 4,002 2,533 3,602 3,398 .3,275 4,330 1.60 1.01 1.44 1.36 1.31 1.73 0.77 5,155 17,090 9,805 7,635 10,115 1,520 1,220 1,220 1,910 2,520 1.16 1.61 Ortobor 1.5? 1.46 1.99 1901. 20, 345 18,485 12,285 12, 440 10, 270 7,170 5,155 16,625 9,340 7,790 2,055 24, 150 4,690 4, 535 3,450 4,535 3,140 2,365 1,640 1,640 1,640 1,220 1,220 1,310 7,035 6,468 5,315 6,772 4,885 4,452 2,795 4,793 2,852 1,946 1,502 4,670 2.81 2.59 2.13 2.61 1.95 1.78 1.12 1.92 1.14 .78 .70 1.87 3.24 2.70 March .-... - 2.46 2.91 2.25 1.99 July 1.29 2.21 1.27 October .90 .78 Decenil)cr 2.16 The year 24,150 1,220 4,457 1.'78 24.16 1902. 15,695 23,245 23, 245 10,890 5,000 4,070 2,830 7,790 4,845 2,985 6,550 10,890 2,520 3,760 5,-310 3,914 1,910 840 660 470 510 715 660 1,640 4,550 6,288 9,708 5,677 3.240 1,544 1,004 1,298 1,255 1,180 2,011. 4,412. 1.82 2.52' 3.88 2.27 1.30 ..62 40 .52 .50 .47 .80 J. 76 2.10 2.62 ]\|arch 4.47 April -, ■Mflv ' •2.53 1.50 .69 ,Tiilv .46 .60 56 .54 .89 2.03 The year .^,-,- 23,245 470 3,514 1.40 18.99 vPCI uy Iv "icro sowi 158 Water Powers of Alabcuma; Second Report. Monthly discharge of Tallapoosa River at Sturdevant, Ala. — Continued. [Drainage area, 2,500 square miles.] Month. Discharge in second-feet. Maximum. Mean. Run-off. Sec-feet per square mile. Depth in inches. January ... February March April May , June July August September October ... November December The year.. January ..... February March April May June July August September October .... November December The year.. January ., February .. March April May June ;... July August September October .... November D'ecember The year... 1906 January „ February March April May June July August _..i. September October . November December ..« — 4,120 27,370 16,070 14,470 19,120 10,720 7,270 6,970 3,370 2,620 1,750 2,920 27,370 7,760 8,860 6,490 3,410 2,495 6,330 2.780 34,200 2,230 609 1,546 6,250 34,200 40,610 20,360 10,560 4,250 4,460 2,730 4,660 13,960 1,790 1,910 1,460 22,910 40,510 29,600 4,060 59,100 7,800 11,400 16,600 17,200 20,000 19,100 20,000 20,700 21,000 The year... 69,100 2,320 2,470 6,320 4,420 3,370 2,770 1,500 1,110 765 765 912 1,036 765 1,264 2,230 1,757 1,362 668 377 418 1,106 509 260 276 717 260 1,100 1,860 2,440 2,040 1,460 885 710 664 296 416 656 950 296 2,730 2,370 2,440 2,660 1,910 1,460 1,460 2,440 2,300 2,800 2,170 2,440 1.460 3,128 9,841 8,035 6,988 5.688 4.846 3,204 2,771 1,271 939 1,286 1,410 4,117 2,500 4.089 2,749 1.767 991 1,084 1,086 5.855 860 314 722 1,562 4,977 6,897 3.647 2.694 2.744 1.459 1,540 2.764 677 929 889 7.411 3,062 6,770 3,020 12,700 4,010 3,160 3,230 6,140 5.310 6,640 6.140 4.000 4.660 5.890 1.26 3.94 3.21 2.79 2.27 1.94 1.28 1.11 .51 .37 .61 .56 1.646 1.00 1.64 1.10 .703 .396 .434 .434 2.34 .340 .126 .290 .625 .786 1.99 2.76 1.46 1.08 1.10 .684 .616 1.10 .271 .372 .366 2.96 1.22 2.71 1.21 6.08 1.60 1.26 1.29 2.46 2.12 2.22 2.46 1.60 1.86 2.16 1.44 4.10 3.70' 3.11 2.62 2.16^ 1.48 1.28 .57 .43 .67 .65 22.11 1.16 1.77 1.27 .784 .456 .484 .600 2.70 .379 .145 .324 .721 10.68 2.29- 2.87 1.68 1.20 1.27 .662 .710 1.27 .802 .429 .397 3.41 16.48 3.12 1.26 6.86 1.78 1.46 1.44 2.84 2.44 2.48 2.84 1.78 2.14 29.43 Digitized by Microsoft® Tallapoosa, Rwer at Seurdevant, Ala. 159 Monthly discharge of Tallapoosa Rirer at Sturdcrant, Ala. — Continued. [Drainage area, 2,500 square miles.] Month. January February. . March AprU May June July August September., October November. December.. 1907. The year. January February.., March AprU Ifoy June July, August September. October November'. December.. TheTear.. 1909 laouary... February.. March AprU May June July........ August September. October November. DteemheT. . The year. 1910 January February.. March April liSy June July August September. October November. December.. The year. . Discharge In second-feet. Maximum. Minimum. Mean 22,000 27,100 24,500 12,700 21,000 5,550 4,320 4,130 4,420 2,020 15,000 14,000 27,100 11,700 33,200 20,700 16,200 7,020 3,950 3,770 4,710 5,120 1,610 6,010 12,000 33,200 3,430 23,600 50,800 17,600 16,800 8,880 7,800 29,300 4,510 '2,670 4,040 7,800 50,800 5,120 12,400 15,900 6,' 500 6,550 &,880 42,800 12,400 3,270 3,190 2,080 6,760 42,800 3,040 3,430 3,040 2,600 3, COO l,9C0 1,270 915 035 G90 750 1,720 635 2,600 4,130 3,040 2,740 2,600 1,270 1,100 750 530 505 880 985 1,360 1,270 3,040 2,880 3,190 3,270 1,840 1,360 1,140 915 1,020 1,180 915 1,840 2,270 2,270 1,960 1,460 1,220 1,670 1,060 691 640 782 985 591 4,940 8,030 6,280 5,600 6,810 3,110 2,300 1,660 1,270 912 3,140 4,840 4,070 4,510 9,900 5,340 5,310 3,990 2,220 1,790 ,1,800 1,080 715, 1,370 2,690 3,390 Per square mile. 1.98 3.21 .2.51 2.24 2.72 1.-24 .920 .664 .508 .305 1.26 1.94 1.63 1.80 3.90 2.14 2.12 1.60 .888 .716 .720 .432 .286 .548 1.35 Run^)ll (depth In Inches on drainage area). 2,030 8,380 14,400 6,420 5,830 4,980 3,900 5,620 2,090 1,290 1,460 3,140 4,960 0.812 3.35 5.76 2.57 2.33 1.9» 1.56 2.25 .836 .516 .584 1.26 1. 2,770 5,030 4,220 2*460 1,430 7,230 2,840 1,210 1,200 1,000 1,960- 2,910 1.11 2.01 1:S .980 .972 2.89 1.14 . .484 .480 .400 .780 1.16 2.28 3.34 2.89 2.50 3.14 1.38 1.06 .77 .57 -.42 1.41 2.24 22.00 2.08 4.27 2.47 2.36 1.84 .83 .48 .33 .61 1.24 18.33- 0.94 3.49 6.64 2.87 2.69 2.22 1.80 2.59 .93 ,59 .65 1.45 1.28 2.09 1.95 1.16 1.13 l.OB 3.33 1.31 M .95 .46 .90 15.77 Digitized by Microsoft® 160 Water Powers of Alabama; Second Report. Monthly discharge of Tallapoosa River at Sturdevant, Ala. — Continued. [Drainage area, 2,460 square miles.] Month. Discharge in second-feet. Maximum. Minimum. Mean. Kun-ofif. Sec-feet per square mile. Depth in- inches. 1911 January , February March , April May June July August September October , November December , The year , 1912 January , February March April May June July August September , October November December The year 1913 January February March April May June July August September October November December The year , 29,300 8,880 5,120 16,500 7,020 2,460 12,000 8,880 1,780 3,270 10,800 11,700 29,300 46,000 19,400 54,400 30,600 12,700 31,900 10,300 10,800 11,700 8,880 1,670 9,440 54,400 32,600 16,500 30,000 7,020 7,020 11,700 6,760 3,430 2,670 6,500 1,180 4,130 1,620 1,620 1,620 2,020 1,360 760 816 782 500 312 880 1,100 312 2,630 3,480 5.550 5,120 3,110 2,400 1,780 1,780 1,180 1,460 1,270 1,460 1,180 2,810 3,430 3,960 3,110 1,900 1,270 1,020 690 720 680 915 1,270 4,610 3,780 2,380 6,350 2,330 1,350 3,240 2,420 810 860 2,300 3,390 2,730 8,040 8,310 13,900 11,800 6,630 5,740 4,360 4,030 2,480 2,530 1,440 3,400 i,960 6,860 6,450 12,600 4,310 2,910 2,860 2,260 1,400 1,320 1,810 1,020 1,880 1.87 1.64 .967 2.17 .948 .549 1.32 .984 .329 .346 .936 1.38 1.11 3.22 3.32 S.66 4.72 2.26 2.30 1.74 1.61 .992 1.01 .576 1.36 2.38 2.74 2.58 6.00 1.72 1.16 1.14 .904 .660 .628 .724 .408 .762 2.16 1.60 1.11 2.42 1.09 .61 1.62 1.13 .37 .40 1.04 1.69 16.04 3.71 3.68 6.41 6.27 2.59 2.67 2.01 1.86 1.11 i.ie .64 1.67 32.48 3.16 2.69 6.76 1.92 1.34 1.27 1.04 .65 .59 .83 .46 .87 32,600 680 3,790 1.6 20.68 TALLAPOOSA RIVBR AT SUSANNA, ALA. Location. — At McCarty's Ferry just below the mouth of Bhie Creek. Records available.— July 27, 1900, to March 30, 1901. Drainage area. — 3,610 square miles. Gage. — Temporary vertical gage. Digitized by Microsoft® Tallapoosa River at Susanna, Ala. 161 Channel. — Good for measurement. Discharge measurement. — Made from boat. Artificial control. — None. Accuracy. — The low water rating is good, measurements could not be made at high stages. Discharge measurements of Tallapoosa River near Susanna, Ala. Date. Gage height. Feet. Dis- charge. Sec.-feet. July 27 1900 1.80 1.55 1.60 2.40 2.80 2.90 2,809 1,900 SeDtember 28 1,809 3,629 July 9 1901 5,628 "PfihrniiTv 9.1 6,135 Daily gage height, in feet, of Tallapoosa River near Susanna , Ala. 1900 1901 Day. July. Aug. Sept. Oct. Nov. Dec. Jan. Feb. Mar. 1 i.'sb 1.90 1.80 4.00 6.80 5.80 4.00 2.00 1.80 1.80 2.10 2.20 1.70 1.55 1.50 1.40 1.40 1.40 1.40 1.40 1.90 1.95 1.95 1.80 1.75 1.70 1.70 1.90 2.00 2.05 . 2.50 2.15 2.00 1.90 1.80 2.25 2.40 3.80 4.80 4.20 2.25 1.50 1.45 1.45 1.40 1.35 1.35 1.85 1.35 1.30 1.35 11.70 8.40 4.80 3.00 2.50 1.80 1.80 1.80 1.70 1.60 1.50 1.50 1.50 1.45 1.45 1.40 1.40 1.40 1.35 1.30 2.80 8.00 2.60 1.85 1.80 1.76 1.70 1.90 2.40 2.45 2.40 2.35 2.30 2.20 2.10 1.90 1.70 3.90 6.00 6.00 4.30 4.10 2.30 2.20 1.90 1.85 1.80 1.70 1.70 1.66 1.66 1.66 1.60 1.60 1.60 1.60 1.60 1.65 1.55 1.60 1.60 1.60 1.75 1.76 1.80 1.85 1.86 .1.90 2.40 2.40 3.00 4.90 4.20 3.90 3.00 2.80 2.00 2.00 2.10 2.20 2.30 2.50 2.40 2.40 2.40 2.30 2.10 2.00 1.90 3.90 3.90 2.80 2.60 2.50 2.40 4.50 5.80 4.50 4.00 4.00 3.70 3.20 2.80 2.70 2.60 2.70 2.90 6.0 6.0 6.1 4.6 8.9 3.5 8.2 3.0 2.9 2.8 3.4 13.5 11.5 8.0 6.1 4.5 5.0 4.5 3.9 3.4 3.2 3.1 3.0 3.1 3.4 3.1 3.2 3.1 8.0 3.2 3.3 3.40 3.46 3.80 11.60 9.50 6.60 4.40 4.30 4.80 4.90 4.60 4.00 3.60 3.04 3.80 3.20 3.10 3.10 3.05 3.00 2.90 2.85 2.80 2.90 8.00 3.00 2.90 2.80 2.70 2 2.60 2.66 4 2.70 B 2.66 6 2.60 2.60 8 2.40 9 2.60 10 2.70 12 3.30 3.10 13 2.90 14 15 16 2.40 2.40 17 18 19 3.00 3.40 2.90 2.70 3.30 3.40 8.60 7.40 6.90 6.10 4.10 22 23 24 25 26 27 28 29 30 6WP Digitized by Microsoft® 162 Water Powers of Alabama; Second Report. Bating taUe for Tallapoosa River near Susanna, Ala., for 1900 and 1901. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec-feet. Feet. Sec.-feet Feet. Sec-feet. Feet. Sec-feet 1.4 1,680 2.8 6,630 4.0 11,030 6.0 20,030 1.6 1,960 3.0 6,530 4.2 11,930 7.0 24,630 1.8 2,320 3.2 7,430 4.4 12,830 8.0 29,030 2.0 2,740 3.4 8,330 4.6 13,730 9.0 33,630 2.2 3,230 3.6 9,230 4.8 14,630 10.0 38,030 2.4 3,850 3.8 10,130 6.0 15,630 11.0 42,630 2.6 4,730 Estimated monthly discharge of Tallapoosa River near Susanna, Ala. [Drainage area, 2,610 square miles.] Discharge in second-feet. Run-off. Date. Maximum. Minimum. Mean. Sec-feet per square mile. Depth in inches. 1900 July 27 to 31 8,364 3,258 6,083 4,776 3,676 6,288 13,266 11,303 7,546 August 19,130 46,680 20,030 15,080 19,130 53,780 44,780 26,330 1,680 1,570 1,670 1,886 2,520 5,630 5,630 3,850 1.25 2.33 1.83 1.41 2.41 5.08 4.33 2.89 1.44 2.60 2.11 1.67 December ".. 2.78 1901 5.86 February 4.61 March , 3 31 TAI,LAPOOSA RIVER AT MILSTfiAD, ALA. lyocation. — At the Tallassee and Montgomery Railway bridge, one-fourth mile from Milstead, Ala. Records available. — August 7, 1897, to December 31, 1901. Drainage area. — 3,840 square miles. Gage. — Wire gage was attached to the railroad bridge. The datum remained the same as long as the records were used. Channel. — Good channel and high banks. Discharge measurements. — Made from the railroad bridge. Artificial control. — The operation of the cotton mills at Tallassee has to some extent affected the low water flow at this station, and after the new dam was completed in 1902 the artificial control was so great that the station was discontinued. Accuracy. — The low water records for this station have been affected by the artificial control of the flow by the water power at Tallassee, and for that reason, must be used with caution. Digitized by Microsoft® Tallapoosa River at Milstead, Ala. 163 Discharge measurements of Tallapoosa River at Milstead, Ala. Date. Gage height. Feet. Dis- charge. Sec.-feet. Date. Gage height. Feet. Dis- charge. Sec.-feet. 1897 May 3 _... 6.20 1.95 2.42 1.60 1.20 3.58 2.13 2.20 2.66 5.83 1.55 3.05 1.62 13.67 2.76 6.16 7,333 1,692 2,292 1,271 677 4,210 1,889 2,046 2,646 6,648 1,059 3,421 1,262 15,296 3,010 - 5,477 1899 April 17 6.34 5.63 2.80 2.05 1.36 1.26 2.66 9.20 6.70 2.95 10.70 5 55 7,444 6,853 3,000 1,847 1,016 972 2,844 9,956 7,088 3,031 July 16 August 7 May 17 September 4 November 23 December 16 December 18 1898 January 19 „ February 19 1900 March 18 April 26 May 17 1901 February 12 July 7 11,769 R e.A± August 6 March 13 September 3 October 29 1.70 1,583 Daily gage height, in feet, of Tallapoosa River at Milstead, Ala. Day Aug. Sept. Oct Nov. Dec. Day 1 Aug. Sept Oct Nov. Dec. 1897 1 ""2.'45 1.90 1.70 1.60 1.50 2.70 2.20 2.00 1.80 1.60 1.70 1.80 1.60 1.60 1.60 1.40 1.40 1.3'0 1.20 1.20 1.10 1.10 1.10 1.10 1.40 1.20 0.80 .80 .80 .70 .70 .70 .70 .60 .70 .70 .70 .70 .70 .80 .80 .80 0.90 1.00 1.10 1.10 1.10 1.10 - 1.10 1.10 1.20 1.20 1.30 1.30 1.30 1.30 1.20 1.20 1.60 1.50 1.60 1.60 1.80 2.00 2.10 2.00 1.90 1.90 1.90 2.00 1.90 5.50 4.70 3.60 1897 17. .. 1.90 2.20 2.80 9.70 7.40 8.50 6.30 3.40 2.90 2.80 2.30 2.00 1.80 1.70 1.70 1.10 1.00 1.10 1.10 1.10 1.00 1.00 1.00 1.00 1.00 1.00 .90 .90 .80 .80 .90 .90 .90 .80 .80 .90 .90 .80 .90 .90 .90 .90 .90 .90 1.20 1.20 1.20 1.10 1.20 1.10 1.10 1.20 1.20 1.20 1.20 1.60 1.60 1.60 2 80 2 18 2.40 3 19. 2.10 4 20 2.00 5 21... 1.90 6 7 22 2.00 23 2.40 g 24 2.40 9 25 2.40 10 26 2.80 27 2.60 28 2.60 29 2.30 14 30 2.20 16 31 2.40 16 - Digitized by Microsoft® 164 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tallapoosa River at Milstead, Ala. — Continued. Day. Jan. Feb. Mar. Apr. May. June July Aug. Sept. Oct. Nov. Dec. 1898 2.90 1.90 1.80 1.70 1.70 1.80 1.80 1.80 1.90 1.90 1.90 2.40 2.40 2.60 2.40 2.40 2.40 2.30 2.20 2.20 3.10 3.10 3.00 2.90 2.60 2.90 3.60 3.90 3.10 2.65 2.40 B.OO 4.60 3. 3.90 3.90 3.80 7.40 8.00 7.10 6.40 18.50 16.80 13.00 11.60 9.40 7.80 12.70 10.00 8.00 6.50 5.70 5.80 5.10 5.20 5.20 6.10 4.80 4.70 B.IO 6.20 6.50 2.30 2.20 2.10 2.00 2.00 2.00 2.00 2.00 2.00 1.! 1.90 1 1.90 1.90 1.80 1.80 1.80 1.90 2.20 2.: 2.30 2.10 2.00 2.00 1.90 1.80 1.90 1.90 17.00 11.60 24.50 20.00 12.90 11.90 17.50 27.00 19.00 13.80 10.00 8.30 7.40 7.00 6.10 10.40 11.50 10.60 9.80 -8.30 8.30 8.40 7.60 6.90 6.40 6.30 26.00 87.00 1.90 1.80 1.90 2.40 2.90 2.80 2.50 2. 2.20 2.00 2.00 2.00 1.90 1. 2.70 2.60 2.50 2.60 2.50 2.40 2.20 2.00 1.90 1.90 1.80 1.80 1.80 1.70 2.20 4.20 6.30 27.00 19.00 13.60 9.60 14.20 13.20 10.10 8.60 7.70 7.20 6.80 6.60 6.50 6.40 7.20 12.20 11.00 10.20 14.80 13.90 10.40 8.30 8.10 12.70 8.70 7.30 6.90 4.80 3.90 3.10 3.00 17.00 18.80 12.10 7.10 5.20 4.00 3.40 3.10 3.00 2.90 2.80 2.60 2.40 2.40 2.20 2.40 2.80 2.70 2.80 14.60 11.60 5.90 4.30 3.30 2.96 2.80 18.00 12.20 6.50 6.40 8.50 9.70 10.30 13.00 13.00 11.20 8.40 7.00 6.50 6.20 6.00 7.10 6.60 5.60 5.50 5.40 5.20 B.OO 4.90 6.00 10.00 I 7.B0 6.60 I 8.90 13.85 4.60 2.60 2.30 2.20 2.10 2.00 2.00 1.90 1.90 1.80 1.80 1.70 1.70 1.70 1.60 1.60 1.60 1.60 1.60 l.BO 1.50 1.40 1.40 1.30 1.30 1.20 1.20 1.20 1.30 1.20 1.20 1.10 4.30 4.00 3.90 3.80 3.70 3.60 3.B0 3.60 3.50 3.40 3.30 3.20 3.10 3.10 8.00 2.90 2.80 2.70 2.60 2.50 2.60 2.70 2.60 3.30 4.60 3.30 2.80 1.10 1.10 1.10 1.10 1.10 1.10 1.00 .90 .90 .90 .80 .90 1.20 1.20 1.10 1.20 2.10 1.80 1.40 1.40 1.40 3.00 2.40 2.20 2.10 1.80 1.50 1.80 2.70 1.90 2.40 2.90 2.40 2.40 2.30 2.20 2.10 2.00 1.90 1.70 1.90 2.00 2.00 2.70 2.70 2.60 2.10 1.90 1.80 1.80 1.70 1.60 l.BO l.BO 1.50 2.00 2.B0 minm^ii^ 1.50 1.30 1.20 1.10 1.20 1.30 1.70 2.90 4.90 3.60 4.40 2.00 1.70 2.70 3.50 5.10 2.40 2.80 3.05 2.30 1.90 1.60 1.60 1.60 1.50 2.50 2.60 4.10 2.80 2.90 3.80 2.80 2.30 1.90 1.80 1.60 1.60 l.BO 2.00 2.20 2.00 1.80 1.70 l.BO 1.40 1.30 1.30 1.20 1.10 1.00 1.40 8.40 16.75 14.00 16.96 7.90 6.70 6.80 2.60 2.50 2.70 6.40 4.40 3.60 2.90 2.80 11.60 14.00 8.90 10.10 8.50 7.90 B.30 17.30 22.60 10.10 7.70 6.10 4.20 3.40 2.80 2.60 2.80 2.50 2.30 2.20 2.00 2.10 8.10 10.20 8.40 7.00 6.20 5.10 3.00 2.70 3.10 8.10 2.B0 2.30 2.20 2.00 1.80 1.60 1.60 1.70 1.60 1.60 l.BO 4.00 3.90 2.20 1.90 1.70 1.60 1.60 2.00 2.60 1.90 1.80 3.70 2.80 2.10 1.90 2.30 4.30 3.20 2.70 2.70 4.00 4.60 6.00 5.60 4.60 3. 50 2.90 2.60 2.50 2.40 2.20 2.00 1.8P 1.70 1.60 1.60 l.BO l.SO l.BO 1.60 1.80 2.00 1.80 1.60 1.50 l.BO 2.40 2.30 2.10 2.00 1.80 1.60 1.60 1.40 1.40 1.30 1.20 1.20 1.20 1.10 1.00 1.00 1.00 1.00 1.10 1.00 .90 1.00 1.00 .90 .90 .80 .80 .80 1.30 1.30 1.40 16.00 32.00 23.50 16.40 22.80 14.00 7.90 6.90 4.90 3.80 3.40 3.00 2.70 2.60 4.40 B.OO 4.40 3.70 3.30 3.10 2.70 2.60 2.50 2.40 2.40 2.40 2.40 2.30 .70 .70 .80 .90 1.00 1.40 1.40 l.SO 1.30 1.30 1.40 1.40 1.30 1.30 1.20 1.10 1.20 1.10 1.20 1.30 1.40 l.BO 1.60 1.80 l.BO 1.40 1.30 1.20 l.BO l.BO 1.60 2. 2.20 2.20 2.10 2.10 2.20 2.70 4.20 2.80 3.00 7.10 6.10 B.OO 5.90 5.60 5.40 6.20 6.10 14.40 12.20 10.00 8.00 10.00 8.80 7.90 6.30 4.60 4.10 4.90 B.40 1.50 1.40 1.40 1.30 1.30 1.20 1.20 1.20 1.20 1.20 1.30 1.30 1.30 1.30 1.: 1.30 1.60 1.60 1.50 1.50 1.40 1.40 1.60 1.80 2.20 4.60 6.20 4.80 3.60 2.80 Tallapoosa River at MUstead, Ala. 165 Daily gage height, in feet, of Tallapoosa River at Milstead, Ala. — Continued. Day. Jan. Feb. Mar. April. May June. July. Aug. Sept. Oct. Nov. Dec, 1900. I 2.70 2.60 2.40 2.30 2.30 2.30 2.20 2.20 2.20 2.20 2.60 7.30 6.00 4.50 4.00 3.40 3.00 2.90 3.70 9.60 7.50 5,90 4.60. 3.90 3.50 3.10 3.00 2.80 2.70 2.60 2.60 2.50 2.40 2.30 4.50 4.20 4.30 4.40 3.80 5.20 8.90 19.00 30.00 43.25 42.00 31.90 22.80 13.60 8.90 7.00 6.U) 6.60 9.80 9.50 8.90 8.40. 8. Off - 7.00 6.00 13.20 13.10 10.70 8.00 6.80 6.10 5.60 10.90 13.80 12.70 10.00 7.90 6.60 5.90 5.40 7.00 7.20 5.60 5.40 6.00 11.40 10.50 7.60 15.50 15.20 16.00 13.70 11.2a '8.70 7.10 6.20 5.50 6.30 6.00 ■ 30 4.80 4.70 4.60 4.60 4.50 4.60 6.50 10.60 11.50 9.00 6.60 6.80 4.70 13.90 17.00 15.00 16.90 13.30 10.30 13.20 12.60. S.40 ■ 7.60 6.40 6.20 6.10 6.30 6.90 5.40 4.90 4.70 ■3.90 3.80 3.70 3.60 3.60 3.30 3.20 3.10 3.00 ■2.90 2.90 2.80 2.80 . 2.80 2.90 2.80 3.00 3.10 3.40 . 3.50 6.00 4.50 3.20 2.70 3.00 •2.50 2.60 2.70 3.00 3.50 3.30 3.60 ■ 3.30 6.90 9.70 6.90 6.60 4.60 6.30 4.00 3.80 3.50 4.50 5.90 6.00 6.90 5.90 5.60 5.40 20.00 26.04 20.00 16.00 18.00 13.80 9.00 9.00 9.10 10.60 7.10 8.00 5.20 4.40 4.00 3.60 7.60 5.50 4.10 4.70 6.70 6.00 6.10 3.80 3.80 3.60 3.10 3.00 2.80 2.70 2.60 2.50 2.60 2.80 2.90 3.20 8.10 10.60 6.50 4.50 3.50 2.80 2.70 2.60 2.30 2.20 2.10 2.00 1.90 1.90 1.80 1.90 2.20 2.70 3.10 2.60 4.00 4.20 2.50 2. -20 •2.00 2.30 3.30 3.40 3.60 .2.70 2.60 2.10 3. -20 2.70 8 00 8.10 4.40 3.00 2.40 2.20 2.00 1.80 1.70 1.70 1.60 1 50 1.50 14.00 25.60 18.00 11 00 5.30 3.60 3.00 2,50 2.30 2.20 ■2.00 2.00 2.00 2.00 2.00 1.90 1,80 1,60 1,50 1.80 3.30 6.40 3.40 3.20 2,60 2,60 3.00 2.80 3.40 3.30 3.30 2.70 2.70 2.20 2.10 2.00 1.90 •2.00 4.80 12.10 10.50 9.00 6.00 4.20 2,20 2.90 2.70 2.50 3.30 6.10 6.60 7.10 5.60 4.10 3.50 3.00 2.90 2.70 2.60 2.60 2.60 2 50 2.60 2.50 2.60 2.60 2.50. 2.60 4.00 4.00 3.90 3.50 10.60 5.80 6.70 4.50 3.70 3.30 2 3.30 3.. 3.30 ■4 3.50 5 3.90 6 3.90 3.80 8 3.80 9 3.10 10 3.10 U 2.80 12 2.80 13 2.80 14 7.70 9.10 16 17 ^ 7.30 5.20 18 4. -20 19 20 21 22 23 24 26 26 n 28 29 30 4.00 8.60 17.00 13.60 10.40 11.30 8.70 6.60 6.60 5.00 4.60 4.30 31 11.00 1901. 1 2 14.30 15.60 14.60 11.00 9.80 8.70 7.40 6.10 6.30 5.00 6.00 24.20 30.50 22.0a 18.00- 11.50 12.20 12.10 9.70 8.00 7.10 6.80 6.40 6.20 7.00 6.80 6.70 6.70 6.60- 6.80 7.00 7.40 7.20 7.60 24.07 26.00 18.30 12.60 10.50 13.10 14.00 12.60 10.90 9.80 8.20 T.70 6.90 6.60 6.50 6.30 6.20 5.90 5.80 5.70 6.00 ■ 6.10 6.10 6.00 5.50 5.30 5.20 5.10 5.00 4.90 4.70 4.60 4.40 4.40 4.70 ^.^a 6.00 5.60 6.00 5.60 6.10 4.50 4.10 4.00 6.00 7.90 6.30 6.20 10.10 8.90 10.20 14.30 17.50 15.00 9.90 31.60 26.00 22.00 23.00 18.00 14.20 10.80 9.60 7.20 6.80 6.20 6.80 6.60 6.10 8.80 10.70 8.70 7.70 11.00 23! 00 2-2.00 13.40 10,70 8.90 7.60 6.90 6.60 6.10 6.80 6.60 6.20 6.00 4.80 4.70 4.60 4.40 4.30 4.20 4. -20 4.10 3.90 3.80 3.80 3.80 , 4.50 4.30 4.00 3.60 3.50 3.50 5.50 10.50 16.20 14.20 12.00 9.00 10.00 8.40 6.40 6.00 5.10 4.80 8.70 8.60 9.70 10.90 8.00 7.30 12.10 10.10 6.30 6.90 4.50 4.10 4.20 5.00 7.30 6.70 6.00 ■6.20 4.40 4.00 3.60 3.80 3.30 3.20 9.10 3.00 2.90 2.80 2. CO 2.60 5.10 4.20 4.30 4.00 3.30 3.60 4.00 4.80 4.70 •3.70 2.90 2.60 2.60 2.10 2.20 2.30- 6.30 4.80 4.30 3.60 3.30 3.10 2.80 3.60 2.40 2.20 2.50 2.50 2.30 2.20 2.20 2.10 2. -20 2.30 2. -20 2.10 2.10 2.60 2.60 2.30 2.30 2.10 2.30 2.90 2.50 2.10 3.20 8.90 8.00 6.60 6.90 9.60 7.20 ■20.75 21,00 9,40 6.90 4,20 5.90 8.70 7,70 4.70 • 4.00 8.50 . 2.90 2.70 2.40 2.20 2.10 2.00 2.00 1.90 1.90 1.80 1.80 2.80 4.20 8.10 3.00 5.60 9.10 7.10 6.00 3.80 2.70 2.30 2.10 2.10 2.00 2,10 2,30 2,50 2.20 2.90 6.10 6,40 -6,10 4,00 3,^20 2.60 2.10 2,00 1,90 1.'90 1,90 2,00 2,10 2,10 2,00 1,90 1.90 1,80 1,80 1,70 1.70 1.70 1.70 1.60 1.70 1,70 1,70 1,70 1.70 1.70 1.70 1.70 1.80 1.96 1.96 2.00 1.90 1.90 2.00 1.90 1.80 1.80 1.75 1.75 1.80 1.80 1.80 1.90 2.10 2.20 2.20 2.30 2.20 2.20 2.10 2.30 2.20 2.10 2,00 2.00 ■2.00 3 4 6 6 7 1.95 2.20 2.40 2.40 2.30 8 2.20 9 2.20 10 11 12 2.20 2.30 2.60 13 2.40 14 2.60 15 6.00 16 17 13.40 9.00 18 6.00 19 20 3.90 3.60 21 22 3.40 3.20 23 3.10 24 25 3.10 3,00 26 2,90 27 28 . 2,96 3.05 29 38.00 30 .■ 47.00 31 39.00 Digitized by Microsoft® 16C Water Pcnvers of Alabama; Second Report Rating table for Tallapoosa River at Milstead, Ala., for i897. Gage Dis- Gage Dis. Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec.-feet. Feet. Sec-feet. O.B 330 1.5 1,070 3.0 3,129 5.0 6,909 .6 350 1.6 1,200 3.2 3,407 5.2 6,187 .7 380 1.7 1,333 3.4 3,685 B.4 6,466 .8 420 1.8 1,467 3.6 3,963 6.6 6,743 .9 470 1.9 1,600 3.8 4,241 6.8 7,021 1.0 530 2.0 1,733 4.0 4,519 6.0 7,299 1.1 620 2.2 2,007 4.2 4,797 7.0 8,689 1.2 720 2.4 2,285 4.4 5,075 8.0 10,079 1.3 830 2.6 2,573 4.6 6,353 9.0 11,469 1.4 960 2.8 2,851 1 4.8 5,631 Rating taMe for Tallapoosa River at Milstead, Ala., for 1898. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec-feet. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec-feet. 0.8 540 1.7 1,675 2.6 2,610 8.0 8,820 .9 655 1.8 1,690 2.7 2,725 9.0 9,970 1.0 770 1.9 1,806 2.8 2,840 10.0 11,120 1.1 885 2.0 1,920 2.9 2,955 11.0 12,270 1.2 1,000 2.1 2,035 3.0 3,070 12.0 13,420 1.3 1,116 2.2 2,150 4.0 4,220 13.0 14,570 1.4 1,230 2.3 2,265 6.0 6,370 14.0 15,720 1.6 1,346 2.4 2,380 6.0 6,520 16.0 16,870 1.6 1,460 2.5 2,496 7.0 7,670 Rating table for Tallapoosa River at Milstead, Ala., for 1899. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height charge. height charge. Feet. Sec-feet Feet. Sec-feet Feet Sec-feet Feet Sec-feet 0.7 320 1.9 1,779 7.5 8,667 16.0 19,122 .8 430 2.0 1,902 8.0 9,282 17.0 20,352 .9 650 2.5 2,617 8.5 ■ 9,897 18.0 21,682 1.0 672 3.0 3,132 9.0 10,512 19.0 22,812 1.1 795 3.5 3,747 9.6 11,127 20.0 24,042 1.2 918 4.0 4,362 . M.O 11,742 21.0 25,272 1.3 1,041 4.5 4,977 ,11.0 12,972 22.0 26,602 1.4 1,164 5.0 5,592 12.0 14,202 23.0 , 27,732 1.6 1,287 6.5 6,207 13.0 15,432 24.0 28,962 1.6 1,410 6.0 6,822 14.0 16,662 26.0 30,192 1.7 1,533 6.5 7,437 15.0 17,892 26.0 31,422 1.8 1,656 7.0 8,052 Digitized by Microsoft® Tallapoosa River at Milstead, Ala. 167 Rating table for Tallapoosa River at Milstead, Ala., for 1900 and, 1901. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec.-feet. 1.5 1,337 3.4 3,475 8.0 8,660 26.0 28,900 1.6 1,450 3.5 3,587 9.0 9,775 27.0 30,025 1.7 1,562 3.6 3,700 10.0 10,900 28.0 31,160 1.8 1,675 3.7 3,812 11.0 12,025 29.0 32,276 1.9 1,787 3.8 3,925 12.0 13,160 30.0 33,400 2.0 1,900 3.9 4,037 13.0 14,276 31.0 34,526 2.1 2,012 4.0 4,150 14.0 16,400 32.0 35,660 2.2 2,125 4.1 3,262 15.0 16,625 33.0 36,775 2.3 2,237 4.2 4,375 16.0 17,650 34.0 37,900 2.4 2,350 4.3 4,487 17.0 18,776 35.0 39,025 2.5 2,462 4.4 4,600 18.0 19,900 36.0 41,150 2.6 2,575 4.5 4,712 19.0 21,026 37.0 41,276 2.7 2,687 4.6 4,825 20.0 22,160 38.0 42,400 2.8 2,800 4.7 4,937 21.0 23,276 39.0 43,626 2.9 2,912 4.8 5,050 22.0 24,400 40.0 44,660 3.0 3,025 4.9 5,162 23.0 . 25,526 41.0 45,776 3.1 3,137 5.0 5,275 24.0 26,660 42.0 46,900 3.2 3,250 6.0 6,400 26.0 27,775 43.0 48,026 3.3 3,862 7.0 7,626 Estimated, monthly discharge of Tallapoosa River at Milstead, Ala. [Drainage area, 3,840 square miles.] Discharge in second-feet. Eun-off. Month. Maximum. Minimum. Mean. Sec.-feet per square mile. Depth in inches. 1897 Auffust 7-31 12,440 1,467 470 1,200 6,604 4,105 2,265 6,715 21,240 2,610 3,070 6,485 25,610 6,520 36,420 16,180 11,120 1,070 420 380 470 1,070 1,576 1,690 1,576 2,160 885 540 886 1,920 1,345 1,116 2,035 3,530 3,173 742 424 729 2,214 2,426 1,912 2,313 5,748 1,493 1,314 2,493 7,418 2,637 7,280 6,049 5,741 0.83 .19 .11 .19 .58 .63 .50 .60 1.50 .39 .34 .65 1.93 .69 1.90 1.58 1.60 0.77 .21 October .12 .21 .67 1898 0.72 .62 .69 April 1.67 May .45 .38 July .75 2.22 .77 2.19 1.76 December 1.73 36,420 22,197 44,962 32,652 21,582 4,731 2,999 20,290 4,362 2,394 1,656 7,,068 18,138 540 4,116 6,945 7,314 5,100 2,517 1,287 795 1,287 430 320 918 , 1,656 3,902 8,417 15,688 12,399 9,016 3,351 2,040 4,985 2,222 984 1,014 1,787 4,728 1.02 2.19 4.09 3.2S 2.35 .87 .53 1.30 .58 .26 .26 .47 1.23 13.86 1899 2.53 4.26 March 3.72 2.62 May 1.00 .59 July 1.50 .67 October .30 December The year D'tQit. zeckki^iv licrose^,S 10.6 15 7 14,5 12,6 9.4 6.8 4 3 18.2 18.2 17.3 1.5.6 13 9.2 G.O 4,0 2,8 2.1 1.7 1 5 1.2 - ,8 - .9 - .8 - .8 -1,0 -1,3 -1 4 ,n. Diwk:ed'ky-^i:, -1.3 -1.4 i^i +6.9 8.0 8.» 9.6 8.9 7.8 6.3 4 6 2.3 - .1 -1.0 -1.3 -1 5 -1 7 -2 -1.9 -2 1 — 2 2 -2! 2 -2.3 -2.0 -2 1 -1,9 1 3 -2 3 -2.4 -2,2 -1,1 - ,9 -1 6 -1,9. -2.2 -2.3 -2 6 -2,7 -2 9 -3.0 -2.6 -1.3 -1 2 -2,0 -2.3 ■-2 8 -3,0 -3 1 -3.3 -3.3 -3.3 -3.3 -3.3 -3.2 Aug. Sept -2.6 -2.3 -2.2 -2.1 -2 3 -2.7 -2.9 -3.2 -3.2 -3.2 -3.2 -2.8 -2 6 -2.7 -2.5 -1,5 -1,S -1.7 -1.8 -2.2 -2.6 -2,4 -2.3 -2.7 -3.0 -3.0 -3 2 -3.0 -3,1 -3.2 -3,2 -3,4 -3.4 -3.4 -3.5 -3.5 - o, 5 -3.0 -2.8 -3,1 -3.3 -3,3 -3,3 -3.4 -3,5 -3,5' -3.4- -3.4 -3.4 -3,4 -3.2 -2.4 -1,6 -1,0 - .6 - 3 + 3.6 8,5 7 3 Oct. 6.8 7.7 8.3 8.2 7.6 11.2 12.3 11.1 8,1 6,0 3.3 1.6 .4 - ,5 -1.1 -1.4 -1.0 - .2 -1.1 -1,5 -tl.S -2.1 -2.3 -2,3 -2,4 -2,5 -2,5 -2.6 -2.6 -2.6 -2.6 -2.7 -2.7 -2.7 -2.7 -2.7 -2.7 -2.6 -2.5 -2.4 -1.3 +2.1 0.1 6,S 6.8 7.1 6.6 .5.. 7 4.2 3.2 2.1 1.2 .1 -0.4 - .5 - .9 -1.2 -1.3 -1 2 -1.1 - 6 - 5 + 2 2.7 2.6 1.5 1.4 1.4- 1.3 1.3 4.6 5.5 5.S 8.0 5.3 6.0 4.3 3.3 2.3 1.4 .5 .2 .1 4.3 186 Water Powers of Alabama; Second Report. Daily gage height, in feet, of TomMgiee River at Columbus, Miss., Day. Jan. Feb, Mar. Apr. May. June. July. Aug. Sept. Oct. Not. Dec. 1907. 1 2 . ... 5.3 4.9 5.0 4.8 4.4 3.9 3.5 2.9 2.3 1.7 1.4 u 1.8 1.6 1.2 .8 .4 .2 .2 1.0 1.8 2.3 2.1 1.8 1.1 - !6 3.2 4.2 4.9 4.9 5.3 6.3 6,7 6.7 6.0 4.9 4.0 3.9 4.0 4.1 4.2 4.0 4.4 4.4 11 3.7 3.1 2.5 2.1 1.4 9 6 .2 1 .4 .S .S 6.8 15.7 16.4 14,6 14,4 14.0 12.7 10.5 8.0 6.7 4.7 3.9 28 1.7 .9 .5- ,2 .0 - .2 - 3 - .4 - .5 - .6 - 7 1.3 S.6 7.1 8.1 3.3 «.o 6.0 6.1 5.4 6.6 6.9 6,6 8,0 6.9 8.4 8.4 10.4 14.4 16.4 18.2 20.5 21,6 22 9 23,2 22,6 21 1. 19 4 17 3 14.9 12.4 9.3 8.t 7,4 11.6 14.6 15.7 15.9 16.3 16.4 16,0, 14,5 12,0 9,3 7,'3 n- 2,5 4.1 6.2 7.0 7.5 7.2 6.3 5.3 4.0 3.1 2.3 1.3 .6 .2 - .1 - .3 - .5 - .6 6.2 4.8 4.0 4.0 4.4 5,0 9,9 6,9 7 7 7,6 6,9 6.4 6.6 4.8 3.8 2.9 2.1 1,4 1,0 • 8 5.6 7.2 11 16.2 17 8 19.4 21.0 21,1 20 18,0 14.8 -0.7 - .8 - .7 - .8 - .9 - .1 1,0 1.5 1,7 1.3 .6 - .t - .5 - .9 -1.2 -1.4 -1.0 1.5 2.7 3.4 3.0 2 5 2.3 1.9 1.3 .9 .3 .0 - .2 2.9 11.4 8.3 5.8 3.4 2.0 1.4 1.1 16 2.3 2,5 1.6 .8 .3 .0 .2 7 2.4 2.8 3.0 2.7 1.9 1.1 6 . 1 1 6 6,6 7 9 9.4 10.1 9.8 6!9 11,7 12,1 13,3 13,8 13,2 13,9 15,0 15,1 15,2 15.7 15,6 '14.6 12.5 13.0 13.8 13.4 13.3 14.2 14.5. 13.6 11.4 8.9 6.8 4.6 2.3 6.8 10.2 9.6 9.9 9.8 7.9 5.2 1:1 2.8 13.5 14.7 14.9 16.4 17 1 16,3 13,7 8.8 4.5 3.1 S.7 6.2 4.5 7.4 a6 7.5 6.8 5.5 3.5 1 7 6 - 1 - 5 - 8 - .9 2 ^.0 9.« 10.4 10.8 10.3 8.9 7.2 5.4 3.5 1.4 2,8 1,7 1,0 1-9 3,6 3.4 2.1 0.6 - .3 - .9 - .6 - .8 - .9 -1 1 -1.1 -1.2 -1.2 -1.2 -1.6 0.0 - .2 - .2 - .2 6.0 8.7 9.0 10,0 10 6 10.0 f.\ 3.5 1.1 1.0 1.0 1 4 1 1 4 - 2 - 7 -I 1 -1 6 -1 7 -1 9 -2 -2.1 -2.2 -2.2 -2.4 -1.9 -2 -1 3 -1.5 -1.6 -1,6 -1,5 -18 -2,2 -2.S -2.7 -2,7 -2.6 -1.7 - .5 - .9 -1.3 -1.6 -1.9 -2.2 -2.3 -2.4 -2.4 -2.5 -2.4 -2.6 -2.8 -1.0 -1.1 -1.7 -1.8 -2.6 -2.6 -2.7 -2.5 -2.4 -1.7 -1.1 -.1.1 - .4 - .2 .6 .4 zd -1.8 -2.3 -2 5 -2.7 -2,5 -2.6 -2.4 -) 4 -1.1 -1 3 -1 B -1 9 -1 7 -1 6 -1 7 -1.8 -1.6 -2.2 -2.4 -2,5 -2,7 -2,9 -3,0 -3.2 -3.2 -3.3 -3.3 -3.3 -3.2 -3.2 -3.3 -3.0 -3.2 -3.3 -3.4 -3.5 -3.5 -3.5 -3.2 -3.3 -3.3 -3.? -3.2 -3.3 -3.3 -3.3 -3.3 -3.4 -1.8 -2.0 -lA .3 1.5 1.4 1.1 2.0 2.1 1 6 .9 1 - 8 -1.5 -1 6 -2 -1 8 -1 9 -1 8 -1 8 zll z\\ - 7 - 7 -10 -1 5 -2 -2,4 -2.7 -3.5 -3.5 -3.5 -3-6 -3.6 -3.7 -3.7 -3.7 -3.6 -3.6 -3.7 -3.7 -3.6 -3.6 -3.6 -3.6 -3.6 -3.6 -3.6 -3 7 -3.7 -3 7 -3.6 -2.7 -2.4 -2.0 -2.1 -2.6 -3.0 -3.2 -2.9 -3.1 -3.1 -3.2 -3.3 -3,3 -14 -3,4 -3.4 -3.5 -3.5 -3,5 -3.5 -3.6 -3.6 -3.6 -3.6 -3 7 -3 7 -3.7 -3 7 -3.2 - 8 - 9 -1 6 -2 2 -2.7 -2 9 -3.0 -S.2 -3 4 -3,4 -3,5 -3,6 -3,6 -3,6 -3 6 -3.6 -3.6 -3.0 -2.8 -2.4 -2.5 -2,9 -3.1 -3.2 -3.3 -3.6 -3.6 -3.5 -3.6 -3.5 -3.6 -3.5 -3.5 -3.5 -3.5 -3.5 -3.6 -3.5 -3,5 -3,3 -3.4 -3.4 -3.5 -3.6 -3.6 -3,6 -3,6 —3.6 -3,6 -3 6 -3,5 -3S -3,5 -3 6 -3,5 -3.5 -3 5 -3 5 -3.6 -3.6 -3 6 -3,6 -3 6 -3 6 -3 6 -16 -16 -3 6 -3 6 -16 -3.5 -16 -13 -3 1 -2 9 -2.6 -27 -10 -12 -11 -12 -10 -2.6 -2.6 -2.6 -2.9 -2.7 -2.9 -10 -10 -2.7 -l.ff -1.6 - .7 - 6 - .5 - .7 - .9 -1.3 -1.7 -3.6 -16 -16 -16 -16 -15 -16 -15 -15 -16 -15 -15 -16 -14 -14 -3 3 -3 3 -12 -3 3 -3 3 -3 3 -13 -3 3 -3 3 -13 -12 -12 -12 -2 7 -2.6 -L8 —2 3 -2.1 -2,2 ft -2.2 6 -2 3 -2,6 S -2 6 9 -2 5 10 :.. -2,1 11 —1 7 12 _. -1.4 .13 14 —1.0 15 — 6 16 - .7 17 18 — .9 19 —1 1 20 — 1 2 21 -1.6 — 1 7 23 -1 7 24 ' 1 25.. i 20 - .4 — 2 27 28 .. .1 1 29 30.- 1.5 -2.3 -27 1908 1 2 3 —29 4 .. ; . . -2 9 5 a 8 ! -2 8 -2 7 1 8 4.7 9 ; 10....: u 52 50 12 3 4 13 14 15 16 17 1 7 7 2 - ,2 - 6 19 20 -1 4 -1 6 21 -1 4 22 23 ■ 5.4 7 4 24 2S 26 70 6,8 6 5 27 28 .. 29 30 31 6.6 14 1 5 6 3 Digitized by Microsoft® Tombighee River at Columbus, Miss. 187 Daily gage height, in feet, of TomMghee River at Columbus, Miss. — Cont'd. Day. 1909 1910 Jan. 0.2 .4 .4 1.1 1.6 1.8 1.4 .8 .1 - .3 - .5 - .7 .5 2.5 3.6 4.3 4.5 4.1 3.2 2.1 1.3 .8 .3 .1 - .3 - .5 - .9 -LO -1.0 Feb. 6 7 8 -1.1 -1.3 -I..4 -1.5 -1.6 ^1.4 .6 2.0 2.5 10.3 12.0 12.4 14.0 15.7 16.4 16.7 17.0 19.5 21.0 21.3 20.9 19.9 18.9 18.6 19.4 19.8 .21.0 22.2 Mar. -1 1 -0.6 -1.,^ - .8 -1 s -1 -1.9 -1.2 -2 -1.2 -1.7 -1.0 2.7 - .7 4.1 - .9 4.9 -1.1 5.3 -1.3 5.0 -1.5 4.1 -1.3 3.0 -1.0 2.1 1.0 - .5 .9 - .4 .2 .1 - .2 8.2 - .4 9.3 .0 9.9 4.8 11.4 5.8 13.3 6.3 13.7 6.7 13 2 6.0 12.7 5.7 12.3 3.S 11.-8 2 1 11.6 1.0 .2 - .3 21.9 20.7 18.9 16.6 13.9 12.1 9.8 10.8 11.1 11.9 11.6 13.1 19.1 26.6 28.5 27.6 26.5 24.5 22.1 20.1 20.6 19.8 18. S 17.7 16.2 13.0 8.4 5.5 4.4 _3.7 X.2 10.8 8.9 8.2 7.3 5.9 4.3 3.0 2.1 1.5 l.O 1.0 1.0 1.3 1.2 - .9 -1.0 -1.0 -1.1 -1.2 -1.2 -1.3 -1.4 -1.5 -1.6 -1.7 Apr. 2.8 2.1 1.4 1.1 .9 6.2 7.6 8.3 6.5 8.4 8.9 9.3 10.6 10.2 8.1 5.1 3.4 2.9 3.2 8.4 8.6 11.5 12.9 15.2 15.3 14.3 -1.7 -1.8 -1.8 -1.8 -1.8 -1.6 -1.2 -1.0 - .7 -1.0 -1.3 -1.7 -1.9 -2.0 -2.1 1.2 2.1 2.1 1.4 .7 .1 - .7 -i.3 -1.5 -1.7 -1.9 -1.9 -2.1 May. 12.9 11.0 8.3 7.5 7.2 6.4 4.9 3.6 2.2 1.2 .4 .2 - .2 - .5 - .7 -1.0 - .4 .2 1.1 1.4 1.2 1.1 .2 1.2 4.6 9.6 11. 1 12.1 12.2 12.8 -2.1 -2.2 -2.4 -2.5 -2.6 -2.6 -2.7 -2.8 -2.9 -3 -3.0 -3.0 -3.0 -3.1 -3.1 -3.2 -.3.2 -3.3 -3.3 -3.0 -2.4 - .4 2.8 4.2 4.9 5.4 4.9 3.2 1.4 .2 June. 16.3 17.6 20 20.6 20.1 18.8 16.6 12.9 9.0 8.4 6.1 6.0 6.7- 6 7 7.8 6.4 6.0 4.5 2:4 2.4 9.0 11.5 11.6 8.0 6.6 5.1 4.1 3.1 -1 4 -1.8 -2.1 -2.3 -2.4 -2.5 -2.6 -2.5 -2.5 - .1 5.7 7.2 7.7 8.0 4.5 1.7 1 -1.0 -1.5 -1.6 -1.3 2.3 2.1 1.3 2 .1 - .3 - .2 3.9 July. 3.1' 3.4 3.1 2.6 2.1 1.2 .3 - .3 - .3 4.3 3.1 3.1 3.0 1.9 ^.1 3.6 3.7 1.9 - .1 - .8 -1.2 -1.5 -1.7 -1.6 -1.6 -1.8 -2.1 -2.3 -2 5 -2.6 Aug. 4.3 6.8 7.2 7.3 7.3 7.6 8.9 10.9 13.2? 14.9 17.4 19.1 19.1 1.7 8 15.4 12.5 10.4 8.0 5.2 3.0 2.6 2.6 1.3 .6 . I 1.2 3 - .1 - .6 -1.4 -1.7 -2.4 - .6 .0 - .5 -1.1 - 16 -1.6 -1.7 -1.8 -1 8 -1.9 -2.0 -2.1 -2.2 -2 3 -2 2 -2 4 -2.6 -2.8 -2.9 -2.9 -2.9 -3.0 -3.1 -3.2 -3.4 -3.4 -3,5 -3.5 -3.5 -.3.5 -1.1 -1.2 -1.6 -2.0 -2.3 - 7 -1.3 - .6 - .8 - .7 -1.1 -1.5 -1.0 -2.1 -2.2 -2.3 -2.5 -2.7 -2.9' -3.0 -3.1 -2.9 -2.4 -1 -2.2 -2.6 -2.7 -2.8 -3.0 -3.1 -3.2 Sept. -.3.5 -3.5 -.3.5 -3.6 -3.6 -3.6 -3.6 -2.7 -2.6 -2.9 -2.9 -2.8 -30 -2.9 -2.6 -2.7 -3.0 -3.3 -3.3 -3.3 -3.3 -3,4 -3.5 -3.6 -3.6 -3.6 -3.7 -3.7 -3.7 -3.7 -3.4 -3.4 -2.8 -3.1 -2.2 -2.5 -2.8 -2.9 -.!. 2 -3.2 -3.3 -3 5 -3.0 -3.0 -3.7 -3.8 -3 8 -3.8 -3.9 -3.9 -3.9 -3.8 -3.9 -3.9 -3.9 -4.0 -4.0 -4.0 -.3.7 -.3.7 -3.7 -3.7 -3.8 -3.8 -3.8 -3.8 -3.8 -3.8 -3.8 -3.9 -3.9 —3.9 -3.9 -.3.9 -3 9 -3.7 -.3.5 -3.5 -3.3 -3.4 -3.5 -^.5 -3.6 -3.7 -3.7 -3 7 -3.7 -3." -3.7 -3.9 -3.9 -3.9 -3.9 -3.9 -3.9 -3.9 -3.9 -3.7 -3.4 -3.3 -3.4 -.3.5 -3.5 -3.3 -2.6 -1.5 -1.8 -2.5 -2.9 -3.2 -3.4 -3.5 ^3.5 -3.0 -3 6 -3.7 -3.7 -3.7 -3.5 Nov. -3.7 -3.7 -3.7 -3.7 -3.7 -3.7 -3.7 -3.7 -3.7 -3.7 -3.6 -3.6 -3.5 —3. 5 -3.5 -3.5 -3.4 -3.3 -3.3 -3.1 -2.9 -2.9 -2.9 -3.0 -3.1 -3.1 -2.7 -2.7 -2.7 -3.0 -3 5 -3.5 -3.5 -3:5 -3.5 -3.5 -3.0 -3.8 -3.6 -3.5 -3.5 -3 5 -3.5 -3.5 -.3.6 -3.5 -3.6 -3.6 -3.6 -3.6 -3.6 -3.6 -3.6 -.5.6 -3.0 -3.6 -3.4 -3.2 -3.3 -3.2 Digitized by Microsoft® 188 Water Powers of Alabcuma; Second Report. Daily gage height, in Jeet, of Tomtigiee Biver at Columbus, Miss. — Cont'd. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1911 1 a4S 9.8 13.1 13.8 15.6 17.8 17.6 16.1 12.0 6.6 3.65 2.06 1.16 .56 .15 - .15 - .45 - .66 - .66 - .85 -1.05 -).25 -1.25 -1.26 -1.36 -1.45 -1.46 - .75 35 .25 .05 19.0 19.1 19.4 20.4 20.9 20.5 18.9 16.1 14.9 13.6 12.3 11.8 11.0 9.5 7.7 5.8 4.5 3.4 7.2 10.1 10.7 11.1 11.2 9.4 6.5 4 5 3.5 2.9 8.S 12.4 12.8 -a 05 - .05 -.45 - .66 -.75 - .65 -.35 .85 2.55 6.6 7.6 9.6 10.7 Il.O ia8 9.6 8.2 6.9 5.3 4.3 4.2 4.1 .\45 Z26 L45 .95 .96 7.0 . 13.8 14.9 14.8 12.0 8.5 6.0 4.3 3.0 2.2 2.1 • 2.1 2.2 2.2 2.3 2.4 %4 2.2 2.0 1.7 1.3 4.7 7.8 8.4 , 9.2 U.O 13.0 13.8 14.6 15.5 &2 9.6 10.8 11.2 9.9 «.» 3.75 2.45 1.76 1.25 .75 .26 .05 - .15 - .25 - .26 - .46 - .66 - .86 - .95 - .45 .25 .26 -.15 - .65 - 65 .05 3 15 4.6 4.5 3.3 15.8 14.6 11.4 9.3 8.5 11.1 11.2 ii.e 13.7 14.0 14.1 15.7 17.4 17.2 18.5 19.7 19.5 19.3 19.0 17.9 15.5 12.6 10.4 11.2 12.5 13.3 14.8 16.8 19.4 20.8 21.1 2.05 1.16 .35 -.25 U.S 14.6 16.4 19.5 21.2 21.7 21.1 21.1 21.4 21.0 19.5 17.4 14.8 13.2 13.7 16.3 18.1 22.5 26.0 28.2 24.7 22.2 18.9 16.1 13.6 1L2 22.8 25.4 26.6 27.0 26.2 24.2 21.6 18.9 16.3 14.4 12.9 11.4 las 11^ 11.1 14.8 20.7 23.8 26.1 26.7 28.2 25.1 25.1 24.3 22.1 20.2 16.8 16.0 16.0 16.6 ia3 10.2 S.4 6.7 4.6 2.85 1.95 1.25 .75 .35 - .15 -.45 - .65 - .85 -1.05 -1.25 -1.66 -L65 -L7S -L85 -1.75 - .95 .65 .65 .75 .75 - .35 -.95 -1.45 -1.76 -2.05 18.1 19.9 21.5 21.3 19.4 16.2 14.3 14.4 13.9 - 13.8 13.4 12.3 10.1 '8.3 7.1 6.0 4.8 4.0 2.8 1.8 '.I .4 .1 - .1 - .4 - .4 .0 .3 - .4 - .7 -2.25 -2.46 -2.55 -2.65 -2 75 -2.75 -,2.75 -2.85 -2.85 -2.85 -2.95 -3.15 -3.25 -3.26 -3.35 -3.35 -3.45 -3.55 -3.55 -3.25 -3.35 -3.35 -2.86 -2:05 -1.55 -.95 - .25 - .55 .35 - .15 -0.8 - .9 - .8 - .5 - .2 .1 .0 - .5 - .8 -1-1 -1.4 -1.7 -1.9 -2.0 -2.0 -2.0 -1.6 -1.0 -l.S -1.9 -2.0 -2.0 -2.2 -2.1 -2.0 - .8 .8 2.7 2.9 2.8 -0.8 -1.0 -1.7 -2.4 -2.8 -2.9 -2.5 -2.5 -2.8 -2.8 -3.0 -3.0 - .8 .6 2.6 1.4 .0 .2 - .6 - .9 -1.2 -2.0 2.6 5.0 5.0 4.2 3.6 2.3 .6 - .6 -1.6 5.1 8.3 8.9 ?:? 5.4 4.7 3.4 3.3 4.5 4.6 3.7 3.7 3.1 US 1.0 .4 1.8 4.4 5.0 6.0 4.1 2.8 1.2 .0 - .6 - .9 -1.4 -1.6 -1.7 -1.8 -2.0 .2 .1 .1 .3 .0 - .1 - .8 -.6 .1 - .1 - .9 -1.7 -2.2 -Z5 .8 .3 1.4 2.0 1.8 1.8 1.7 1.3 .5 - .5 -.6 -.3 - .3 -.9 -2.0 ^2.1 -2.2 -2.2 -1.7 -1.7 -2.2 -1.8 -1.8 .9 2.0 1.8 1.3 1.8 1.8 1.3 .4 .9 .0 - .7 -.8 -1.3 -1.3 1.2 1.7 1.3 .0 - .5 -1.0 -1.5 -1.8 -1.5 -2.0 -2.4 -2.7 -Z9 -3.0 -3.0 -3.0 -3.1 -2.7 -2.5 -Zi -2.4 -2.3 -2.4 -Z5 -2.8 -3.0 -3.3 -3.4 -3.5 -3.6 -3.7 -3.7 -3.7 -3.8 -3.8 -3.8 -3.8 -3.9 -2.1 -2.4 -2.5 -2.6 -2.7 -2.8 -2.9 -3.0 -3.0 -3.0 -3.1 -3.1 -».t -3.2 -3.0 -io .1 1.3 .9 .6 .6 .7 LO 1.2 .5 - .4 -1.3 -1.8 - .3 - .2 -3.9 -3.0 -3.9 -4.0 -4.0 -4.0 -4.0 -4.0 -4.1 -4.1 -4.1 -4.1 -4.0 -3.5 -3.1 -3.2 -3.4 -3.5 -3.1 -2.1 -2.4 -2.8 -3.0 -13 -3.4 -3.6 -3.6 -3.6 -3.6 -3.6 -3.6 -0.5 -LO -1.4 -1.8 -2.2 -2.3 -2.4 -2.7 -II -2.9 -2.9 -3.0 -3.1 -11 -a. 2 -3.2 -3.0 -2.7 3.2 3.4 2.7 1.3 1.7 1.0 .2 - .6 -1.3 —1.7 -2.0 -2.2 -3.6 -3.7 -3.7 -3.7 -3.7 -3.7 -3.7 -3.7 -3.3 -Z9 -2.5 -2.3 -2.4 -1.5 -2.4 -2.2 -2.2 -2.3 -2.4 -2.3 -2.1 -2:0 -2.3 -2.6 -2.7 -2.6 -2.4 -2.2 -2.0 -L6 -2.4 -2,5 -2.5 -2.5 -2.0 -2.0 -2.1 -2.1 -2.0 -1.9 -1.9 -2.1 -2.3 -Z* -2.3 -2.3 -2.1 -23 -2.4 -2.5 -25 -2.5 -2.6 -2.6 -2.6 -2.6 -2.A ^2.6 -2.6 -2.5 -1.4 2 -1.4 3 4 .*.. -1.7 -2.0 5 -2.2 6 -2.4 -2.6 8 -2.6 5 -2.7 10 -2.8 11 -2.5 12 - .0 13 4.6 14 8.6 16 12.8 16 13.8 17 14.4 15.4 19 16.0 20 16.0 21 15.2 22 111 23 14.4 24 14.1 26 13.5 26 14.3 27 17.0 2S 29 18.1 17.9 30 31 17.6 18.4 1912 1 -2.5 2. .. . -2.4 3 - .2 3.2 6 6.5 6 ^h* 7 13.2 8.... 13.7 9 10 , 14.8 15. S 11 11.7 12 . ■ . 13.0 13 11.6 14 9.3 15 . . 7.8 16 5.4 17 3.0 18 2.2 19 2:6 20 2.7 21 2.4 ^■■■- 23 24.... 25 26 27 28 29 30 . 31 1.5 2.2 6.9 8.8 0.3 10.0 0.9 8.1 7.7 8.3 Digitized by Microsoft® Tombigbee River at Columbus, Miss. 189 Station-rating tahle for Tornbigbee River at Golumhus, Miss., from July 13 to December SI, 1905. Gaee helglit. Discharge. . Gage height. Dischargp, Gage height. Discharge. GagB height. Discharge. Feel. Second-feel. Feel Seecfiul-feet. Feel. Second-feet. Feel. Second-feet. -S.20 360 -1.40 1,375 0.40 2,800 3.40 5,830 -a 10 405 -1.30 1,440 .50 2,890 3.60 6,060 -3.00 450 -1.20 1,510 .60 2,980 3.80 6,300 -2.90 500 -l.IO 1,580 .70 3,070 4.00 6,540 -2.80 550 -1.00 1,650 .80 3,100 4.20 6,780 -2 70 605 - .90 1,725 .90 3,250 4.40 7,020 -2.60 660 - .80 1,800 l.OO 3,340 4.60 7,270 -2.50 715 - .70 1,880 1.20 3,540 4.80 7,530 -2.40 770 - .60 1,960 1.40 3,740 5.00 7,790 -2 30 825 - .50 2,040 1.60 3,940 5.20 8.050 -2 20 880 - 40 i,120 1.80 4,140 5.40 8.310 -2 10 940 - .30 2,200 2.00 4,340 5.60 8,570 -2 0O 1,000 - 20 2,280 2.20 , 4,540 5.80 8,830 -i SO 1,060 - .10 2,360 2.40 4,740 6.00 9,090 -I 80 1,1^ .00 2,440 2.60 4,950 -1.70 1,180 .10 2,630 2.80 5,170 7.00 10,440 -1.60 1,245 .20 2,620 3.00 5,390 -1.50 1,310 .30 2,710 3.20 5,610 The above -table is based on discharge measurements made during 1904-5. It is well defined between gage heights — 2 feet and +2 feet. The table has been extended above 2 feet. Rating table for Tombigbee River at ColumMus, Miss., for 1906. Gage height. Dis- charge. Gage height,. Dis- charge. Sei.-fl. height. Dis- charge. Gagp height. Dis- charge. , Feel Sec-tt. Feet. Feel. Sec.-fl. Feel. ISec.-fl. -3.50 340 -1.80. 1, 260 10 2,495 4.00 6,920 -3.40 .T,i!0 -1.70 1,325 .00 2,5,80 5.00 8,240 -3.30 A'2.', -1.60 1,390 .20 2,7.W 6.00 9.020 -3.20 470 -1.50 1,455 .40 2,935 7.00 11,060 -3.10 620 -1.40 1,520 .60 3,115 8.00 12, ,140 -.3.00 .570 -1.30 1,590 .80 3,305 9.00 14,040 -2.90 620 -1.20- 1,660 1.00 3, ,100 10.00 1.1, .190 -2.80 075 -1.10 1,730 1.20 3.700 11.00 17,170 -2.70 730 -1.00 1,800 1.40 3,900 12.00 18,800 -2.00 7.S5 - 00 1 870 1.00 1,110 13.00 20,100 -2.50 840 - lO 1,910 1.80 4,320 14.00 22,200 -2.40 805 - .70 2, Ol.'. 2.00 4,5t0 1.1.00 23.000 -2.30 ft'iO .60 2,ono 2 20 4,760 16.00 2.1. liOO -2.20 1.010 - ..10 2,170 2.40 4,990 17.00 27,300 -2.10 1,070 - .10 2,2.'in 2.60 5,220 18.00 29,000 -2.00 1,130 - ..TO 2, .130 2.80 .% tw -'■* 1,195 - .20 2.410 ,1.00 ,5,680 1 Note. — The above table- is based on five discharge znjeasuremenfs made during 1906, and on ten high-water measurements made before 1906. It is vrell defined below gage height 0.0 feet. Above gage height, 12 feet the rating curve is a tangent, the difference being 170 per tenth. Rating table for Tombighee River at GolumhuSt Miss., for 1907 and 1908. Dis- Gage height. Dis- Gage Dis- Gage height. Dis- height. cbarge. cbarge. height. charge. charge. Feet. Sec.-fl. Feet. Sec.-ft. Feet. Sec.-fl. Fret. Sec.-tl. -3 70 310 -1 80 1.260 20 2,755 8.00 12,540 —3.60 345 -1 70 1,325 40 2,935 9 00 14,040 —3.50 380 -1 60 1.390 60 3,115 10.00 15,590 -3 40 420 -1 .50 1.455 SO 3,305 11.00 17,170 -3.30 460 -1 40 1,520 1.00 3,500 12.00 18,800 —3.20 500 -1 30 1.590 1.20 3,700 13.00 20,500 —3.10 545 -1 20 1,660 1 40 3,900 14 OO 22,200 -3.00 590 -1 10 1,7.10 1.60 4,110 15.00 23,900 —2 90 635 -1 00 1.800 1 80 4,320 16.00 25,600 -2.80 685 - 90 1.870 ?,00 4,540 17 00 27,300 -2 70 735 - 80 1,940 2 20 4,760 18 00 29,000 -2.60 785 - 70 2,015 2 40 4,990 19.00 30,700 —2.50 840 - 60 2.090 2 60 5.220 20.00 32,400 -2 40 895 - 50 2,170 2 80 5, 4,10 21.00 34,100 -2.30 950 - 40 2,250 3 00 5,680 22.00 35,800 -2.20 1,010 - 30 2, ,130 4 00 6,920 23.00 37,500 -2.10 1.070 - 20 2.410 ,1 00 8,240 24 00 39,200 -2.00 1.130 - 10 2. 49.1 C 00 9,620 * -1 90 11© gitim d^f^ fiany^ 'OftW jg-Qte. — ^The above table is not applicable for cbstructed-channel conditions. -It is well dcdined. Above gage height 12 feet the rating curve is a tangent, the difference ^eing 170 190 Water Powers of Alaba/ina; Second Report. Daily discharge, in second-feet, of TomMgbee River at Colun/ibus, Miss. Day. I Jan, Feb. Mar. J Apr. May. June July. Aug. Sept. Oct. Not. 896 380 310 310 2,090 380 310 310 2,580 380 310 310 2,170 345 310 310 1,730 345 280 310 1,390 845 280 310 1,390 346 280 310 1,320 735 280 310 1,260 786 280 310 1,260 635 280 310 1,200 635 280 346 1,130 685 250 346 1,070 690 260 380 1,010 636 260 380 9S0 786 250 380 1,010 736 260 380 895 690 260 420 785 460 310 460 685 460 380 460 635 460 380 645 635 460 460 636 636 420 420 636 590 380 380 636 645 345 380 690 500 346 345 545 Dec. 1910 1,730 1,460 1,21)0 1,200 1,130 1,320 5,340 7,050 8,100 8,640 8,240 7,050 5,680 4,1)50 4,110 3,400 2,760 2,410 2,250 2,580 21 7,970 22 9,340 23 .'10,000 24 llO.COO 25 10,500 2,760 2,940 2,940 2,660 2,840 3,600 4,110 4,320 3,900 3,300 2,660 2,330 2,170 2,020 3,020 6,100 6,410 7,310 7,570 7,060 5,920 4,650 3,800 3,300 2,840 2,660 2,330 2,170 1,870 1,800 1,800 1,730 1,590 1,620 1,460 l,i 1,620 3,120 4,640 6,100 16,100 18,800 19,500 22,200 26,100 26,300 26,800 27,300 31,600 34,100 34,600 33,900 32,200 30,600 30,000 31,400 32,100 34,100 36,100 I 9,200 6,660 4,660 3,500 2, 760 2,330 2,090 1,940 1,800 1,660 1,660 1,800 2,020 1,870 1,730 1,590 1,460 1,590 1,800 2,020 2,170 2,250 2,660 12,800 14,500 15,400 17,800 21,000 21,700 20,800 20,000 19,300 18,500 18,100 36,600 33,600 30,600 26,600 22,000 19,000 16,300 16,800 17,300 18,600 18,000 20,700 30,900 43,600 46,800 46,300 43,400 40,000 36,000 32,600 33.400 32,100 29,800 28,600 26,900 20,600 13,100 8,920 7,440 6,640 6,920 16,800 13,900 12,800 11,500 9,480 7,310 5,680 4,650 4.000 3,500 3,500 3,500 3,800 3,700 3,020 2,660 2,410 2,170 2,020 1,940 1,870 1,800 1,800 1,730 1,660 1,660 1,590 1,520 1,460 1,390 L520 P/g/i 6,460 4,660 3,900 3,600 3,400 3,120 3,400 9,900 11,900 13,000 13,100 10»900 8,920 13,100 13,900 14,600 16,500 15,900 12,700 8,8 6,160 ■5,560 5,920 13,100 13,400 18,000 20,300 24,200 24,400 22,700 20,300 17,200 13,000 11,800 11,400 10,200 8,100 6,410 4,760 3,700 3,300 2,940 2,760 2,410 2,170 2,020 1,800 2,260 2,760 3,600 3,900 3,700 3,600 2,760 3,700 7,700 16,000 17,300 19,000 19,100 20,200 26,100 28,300 32,400 33,400 32,600 30,400 26,600 20,300 14,000 13,100 9,760 9,620 9,200 10,600 15,000 12,200 10,200 9,620 7,570 4,990 4,990 14,000 18,000 18,100 16,000 12,5001 10,600 8,380 7,050 6,800 1,320 1,260 1,260 1,260 1,260 1,390 1,600 1,800 2,020 1,800 1,590 1,320 1,200 1,130 1,070 1,200 1,940 3,700 4,650 4,650 3,900 3,210 2,660 2,020 1,590 1,460 1,320 1,200 1,200 1,070 vzecf 1,070 1,010 895 840 785 785 735 C85 635 590 590 590 590 545 545 500 500 460 460 590 2,250 5,450 7,180 8,100 8,780 8,100 5.920 3,900 2,760 1,520 1,260 1,070 950 895 840 785 840 840 2,500 9,200 11,400 12,100 12,500 11,600 7,570 4,220 2,660 1,800 1,460 1,390 1,590 4,880 4,650 3,800 2,700 2,660 2,330 2,410 6,790 6,800 6,160 6,800 6,100 4,660 3,700 2,840 2,330 2,330 7,310 5,800 5,800 5,680 4.430 7,050 6,410 6,410 6,540 4,430 2,600 1,940 1,660 1,460 1,320 1,460 1,390 1,260 1,070 960 840 786 7,310 10,800 11,400 11,500 .11,500 11,900 13,900 17,000 20.800 23,700 28,000 30,900 30,900 28,700 24,000 19,600 16,200 12,500 8,510 5,680 5,220 5,220 3,800 3,120 2,660 3,700 2,840 2,500 2,090 1,520 'icrosolM 420 420 380 380 380 380 1,730 1,660 1,390 1,130 950 2,020 1,590 2,090 1,940 2,020 1,730 1,460 1,390 1,070 1,010 950 840 735 035 590 545 635 896 1,800 1,010 785 735 685 590 545 500 346 310 310 310 310 420 420 686 545 1,010 840 686 636 500 60O 400 380 345 345 310 280 250 250 250 250 250 250 250 220 220 ■220 310] 310 310 310 310 310 250 250 250 250 250 250 260 250 310 420 460 420. 380 380 460 785 1,460 1,260 840 G36 500 420 380 380 345 345 310 310 310 310 380 600 600 600 500 600 545 636 736 1,130 1,590 1,800 1,660 1.620 1,390 1,620 1,800 1,660 1.690 1,460 1,070 960 896 840 840 840 645 11,620 736 736 736 590 380 380 380 380 380 346 346 346 380 380 380 380 380 345 3S0 345 346 346 346 345 345 346 345 345 346 420 500 460 600 2,580 3,400 2,940 2,660 2,170 590 785 685 590 546 950 1,690 2;170 2,410 1,870 1,660 1,200 950 840 785 686 636 590 590 590 590 635 1,390 2,090 2,500 2,680 2,090 1,660 1,390 1,390 Note'.— These discharges wore obtained Irom a wcU^deflned rating curve. Tombigbec River at Columbus, 2Iiss. 191 Daily gaffe height, in feet, of Toiiibigbee River at Cohtmhits, Miss.— Cont'd. Day. 1911 1912 Jan. 2,980 13,700 18,600 19,700 22,700 28,500 28,200 23.300 16,900 9,520 6,100 4,470 3,620 3,080 2,720 2,450 2,210 2,130 2,050 1,900 1,760 1.620 1,620 1.620 1,560 1,490 1.490 1,980 2,900 2,800 2,620 28,900 29,100 29,700 32,100 33,300 32,300 28,700 23,500 21,500 19,400 17,400 16,600 15,400 13,300 10,900 8,560 7, 5,820 10,300 14,100 16,000 15,600 15,700 13,200 e,400 7,030 S,930 6,320 12,000 17,500 18,100 r«b. 2,640 2,540 2,210 2,050 1,980 2,050 2,290 3,340 4,970 9,520 10,800 13,400 15,000 15.400 15,100 13,400 11,600 9,880 7,960 6,810 6,700 8.590 5,880 4,670 3,900 3,440 3,440 10,000 19,700 21,500 21,300 16,900 12,000 8,800 6,810 5,420 4,620 4,520 4,520 4," " 4,620 4,720 4,820 4,(S20 4,620 4,420 4,140 3,760 7,250 11,000 11,800 12,900 15,4(10 18,500 1»,7T>0 21,000 22; 500 Mar. 11,600 13,400 15,100 15.700 13,900 9,880 6,200 4.870 4,180 3,710 3,260 2.800 2,620 2.450 2,370 2,370 2,210 2,050 1.900 1,840 2,210 2.800 2,800 2,450 Apr. 4,470 3,620 2,900 2,370 16,600 21,000 24,000 30,000 34,000 35,200 33.800 33,800 34,500 33.500 30,000 25.800 21.300 18.800 19,600 23,900 27,100 37,200 46,000 46,600 2,130 42,800 2,050 2,620 6,570 7,140 7,030 5,720 23,000 21,000 16,000 13,000 12,000 15,600 15,700 16,300 19,600 20,100 20,200 22,800 25,800 25,500 27,900 30,400 30,000 29,500 28,900 26,700 22,500 17,800 14,600 15,700 17,700 18,900 21,300 24>700 29,700 33,000 33,800 36,500 28,700 23,500 19,400 15,700 38,000 44,500 47,200 48,500 46,600 41,600 35,000 28,700 23,900 20,700 18,300 16,000 14,400 16,000 15,600 21,300 32,800 40,500 46,200 47,800 46,500 43,800 43,800 41,800 37,000 31,600 24,700 23,400 23,400 24,400 May. 14,400 14,300 11,800 9,640 7,030 5,270 4.370 3.710 3,260 2,900 2,450 2,210 2.050 1,900 1,760 1,620 1,360 1,360 1,290 1,130 1,290 1,840 3.160 3,160 3,260 3,260 2,290 1,840 1,490 1,290 1,100 27,100 30,900 34,800 34,200 29,700 23,700 20,600 20,700 19,900 19,700 19,100 17,400 14,100 11,700 10,100 8,800 7,360 6,480 S,220 4,230 3, 3,300 2,940 2,670 2,500 2,260 2,260 2,580 2,860 2,250 2,' — June. July. 868 812 760 710 710 710 660 660 660 612 622 480 480 440 440 400 362 362 480 440 440 660 1.100 1,420 1,840 2.370 2,130 2.900 2,450 1,940 1,870 1,940 2,170 2,410 2,670 2,580 2,170 ".,940 1,730 1,620 1,320 1,200 1,130 1,130 1,130 1,390 1,800 1,460 1,200 1,130 1,130 1,010 1,070 1,130 1,940 3,300 6,120 S,320 6,220 1,940 1,800 1,320 895 685 635 840 840 685 685 590 590 1,940 3,120 4,920 3,850 2.580 2,760 2,090 1.870 1,660 1.130 5.020 7,600 7,600 6,700 6,040 4,720 3.120 2,090 1.390 7,720 11,700 12,500 11,600 10,100 8,080 7,250 5,820 •5,720 7,030 7, 6,150 6,150 5,620 4)230 3,480 2,94q 4,230 6,920 7,60t) 7,600 6,590 6,220 3,660 2,580 2,090 1,870 1,620 1,; — 1,320 1,260 Aug. 1,130 2,760 2,670 2,6"0 2,850 2,580 2,500 1,940 2,090 2,670 2,500 1,870 1,320 1,010 840 3.300 2.850 2.170 2.760 3,850 4,420 4,230 4,230 4,140 3,760 3,030 2,170 2,090 2,330 2,330 1.870 1,130 1,070 1,010 1,010 1,— 1,320 1,010 1,260 1,280 3,390 4,420 4,230 3,760 4,230 4,230 3,760 2,940 3,— 2,680 2,020 1,940 1,590 1,590 3,660 4,140 3,760 2,580 2,170 1,800 1,460 1,260 Sept. 1,460 1,130 896 735 635 690 690 590 545 735 $40 685 690 460 420 380 345 310 310 310 280 280 280 280 260 Oct. 1,070 .895 840 785 735 685 636 690 690 546 .646 546 500 590 1,800 2,670 3,760 3,390 3,120 3,030 3,210 3,480 3,660 3,030 2,260 1,590 1,260 2, — 2,410 250 250 250 220 220 220 220 220 195 195 193 195 220 380 545 600 420 380 645 1,070 895 685 590 460 420 380 345 345 345 345 346 2,170 1,800 1,620 1, — 1,010 960 895 735 685 636 •835 635 690 545 646 500 600 690 736 5,620 6,820 5,120 3,760 4,140 3,480 2,760 2,090 1,590 1,320 1,130 1,010 Nov. 346 310 310 310 310 310 310 310 460 635 840 950 896 840 895 1,010 1.010 950 895 950 l.O'O 1,130 950 785 735 785 895 1,010 1,130 1,390 895 840 840 840 1,130 1,130 1,070 1,070 1,130 1,200 1,200 1,070 950 895 960 950 1,070 840 840 840 785 785 785 785 786 785 785 S40 Dec. 1.520 1.520 1.320 1.130 i.oiq 895 840 785 735 685 840 l.S"0 7.140 12.100 18.100 19. 700 20.700 22,300 23.400 23,400 22,000 20,200 20.700 20.200 19,300 20,500 25,100 27,100 26.700 26,200 27,700 840 896 2,410 5,620 9,400 16,000 18,800 19,600 21,300 22,500 21,200 18,500 15,400 13,000 11,000 8,080 6,420 4,620 '6,020 6,120 4,820 3,940 4,620 9,880 12,300 13,000 14,000 13,900 11,800 10,900 11,700 Note.— Daily discharge computed bom a rating curve well defined below 4,000 second-feet and fairly well defined 'bdaw 32,000 second-feet. Digitized by Microsoft® 192 Water Powers of Alabcuma; Second Report. Estimated monthly discharge of Tombigtee River at Columbus, Miss, [Drainase area, 4,440 square miles.] Month. Discharge in second-feet. Eun-oft. Sec-feet Depth Maximum. Minimum. Mean. per square mile. in inches. 3,440 450 1,142 0.257 0.182 8,700 770 3,576 .805 .928 1,725 360 868 .195 .218 4,240 500 1,578 .366 .409 3,260 715 ■ 1,369 .308 .344 10,580 880 5,738 1.29 1.49 17,200 4,220 9,090 2.06 2.36 6,660 1,690 2,630 .592 .62 28,500 2,500 12,900 2.91 3.36 29,300 1,520 7,480 1.68 1.87 16,000 960 4,220 .950 1.10 2,090 425 909 .205 .23 6,640 340 1,580 .366 .41 1,460 470 790 .178 .21 13,300 340 1,630 .367 .41 19,300 950 6,800 1.53 1.76 11,200 730 3,520 .793 .88 9,620 1,598 4,620 1.02 1.18 29,300 340 4,670 1.06 14.39 8,640 2,020 4,560 1.02 1.18 25,100 2,020 9,740 2.19 2.28 26,300 2,090 11,800 2.66 3.07 6,160 1,620 3,290 .741 .83 25,100 4,880 18,600 4.19 4.83 16,800 1,390 6,490 1.46 1.63 2,170 686 1,210 .273 .31 1,010 380 627 .119 .14 1,130 310 449 .101 .11 896 345 445 .100 .12 2,170 380 957 .216 .24 4,000 785 1,680 .378 .44 26,300 310 4,980 1.12 16.18 10.600 2,660 6,370 1.43 1.65 37,800 6,040 19,800 4.46 4.81 34,300 3,300 14,000 3.16 3.63 17,800 2,580 6,640 1.50 1.67 27,600 1,870 11,100 2.50 2.88 16,600 896 5,290 1.19 1.33 3,120 735 1,410 .318 .37 4,660 735 2,040 .459 .63 1,940 310 590 .133 .16 460 345 364 .082 .09 785 345 443 .100 .11 11,600 635 4,730 1.07 1.23 37,800 310 6,060 1.37 18.45 July 13-31 August September . October November . December 1905 January .... February .. March April May June July August .... September October .... November December 1906 The year... January .... February ., March April May June July August September October November December 1907 The year... January .... February .. March April May June July August September October .... November December The year.. Digitized by Microsoft© Tomhighee River at Columbus ^ Miss. Ids Monthly discharge of Tomhigiee River at Columbus, Miss. — Continued. [Drainage area, 4,440 equare miles.] Month. 1909 Januan' Februarj' March April May June July August September October November December. . v. - . The yeai - 1910 January.... February. . March April May Julie July August September. October — November, December.. The year. 1911 January February. .. March April May June July Aagost September. October November. I>ecember.. The year. 1912 January — February . . March April May June ... July August Sq>tember . October Korember. December.. Discharge in second-feet. Maximum. Minimum. :.570 35:100 46.S00 24,400 20.300 33.400 7.310 2,580 785 460 735 3,400 46,800 10,600^ 21,700 16,800 4,650 8,780 12,500 30,900 2,090 1,010 1,460 500 2,580 The year. 30,000 26,600 15,400 15,700 46,500 14,400 2,900 7,600 4,420 1,460 1,070 1,390 27,700 46,500 33,300 22,500 33,800 48,500 34,800 5,320 12,500 4,420 3,760 5,820 1,200 22,500 Digitizetl byWbi^soft<§^ 1,800 1.390 6.920 3.120 1,800 4,990 785 380 310 250 310 500 250 1,130 1,460 1,320 1,070 460 785 1,320 500 220 250 345 545 Mean. 3,C20 20.200 26,000 U,500 8,030 15,700 3,720 991 475 310 452 1,360 7,700 Per square mile. 0.815 4.55 5.86 2.59 1.81 3,54 .838 .223 .107 .070 .102 .306 1.73 5,090 1.15 8,290 1.87 4,390 .989 1,900 .428 2,220 .500 3,970 .894 12,200 2.75 1,150 .259 395 .089 445 .100 376 .085 1,210 .273 220 1,490 1,980 1,840 2,370 1,100 362 690 S40 250 19S 310 195 5,320 3,760r- 12,000 14,400 2,020 1,010 1,260 1,010 500 500 785 840 3,450 7,600 7,050 5,320 25,800 3,800 929 2,640 2,610 613 382 768 13,400 6,880 17,200 10,600 25,500 32,800 12,700 2,040 5,710 2,430 1,700 1,770 931 10,800 777 1.69 1.59 1.20 6.81 .856 .209 .696 .588 .138 .086 .171 3.02 RunK)ff (depth in inches on drainage area). 10,400 1.32 3.87 2.39 6.74 7.39 2.86 .459 1.29 .547 .383 .399 .210 2.43 2.34 194 Water Powers of Alabama; Second Report. TOMBIGBEE RIVER AT EPgS, ALA. Location. — ^At the Alabama Great Southern Railroad bridge just below the mouth of Jones Creek, about half a mile from Epes, Ala. Records available. — 1900 and 1901, and from January 1, 1905, to December 31, 1913. Drainage area. — 8,830 square miles. Gage. — Standard chain gage attached to the railroad bridge, es- tablished November 29, 1904, datum unchanged. Channel. — At flood stages — gage heights of 38 feet and over— the left bank overflows for about seven-eights of a mile under the trestle approach of the bridge. Some changes in section have prob- ably, occurred since the station was established. Discharge measurements. — Made from the downstream side of the railroad bridge. Accuracy. — Good results have been obtained at this station in the years when sufficient discharge measurements were made to fix the rating curve. The gage heights for 1900 and 1901 are approxi- mate reading from a gage painted on the bridge pier, graduated to half feet only. These gage heights were furnished by the Alabama Great Southern Railroad. Discharge measurements of Tomiigtee River at Epes, Ala. Date. Case height. Feet. Dis- charge. Sec.-teet. Date. Gage height. Feet. Dis- charge. See.-£eet. 1901 12.70 21.10 1.00 0.70 0.96 43.0 42.3 42.4 6.43 6.69 1B.67 13,738 23,824 1,496 1,290 969 44,630 40,960 42,680 6,149 4,976 16,070 1906 September 24 _ October 27 _ 1907 October 26 _.. 1908 March 26 1.39 4.03 0.54 32.55 2.22 1.7B 3.40 3.98 1,290 3,190 March 14 June 28 -. 1904 November 29 664 36,100 1,440 1906 1909 February 23 September 17 1,290 1911 August 17 „ „. August 17 May 19 June 26 2,860 3,310 December 22 Digitized by Microsoft® Tombigbee River at Epes, Ala. 195 Daily gage height, in feet, of Tonibighee River near Epes, Ala Day 1. 2. 8. 4. 5. .6. 7. 8. 9. 10. 11. 12. IS. 14. IS. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. SO. 31. 1900. ., 1901.. 10. 11. 12. 13. 14. 15. 16. 17. 18 . 19. 20. 21 . 22. 23. 24. 25 26 , 27 28 29. Jan. 8.5 7.5 6.5 6.0 6.5 5.0 4.5 4.0 3.5 3.5 13.0 20.0 23.0 23.6 22.0 21.0 18.5 15..0 11.6 U).0 ^5 «.0 8.0 .'7.0 6.5 '«ro 5.0 3.0 S.0 3.0 3.0 10.0 10.0 9.0 S.O 7.0 6.0 5.5 5,0 4.5 4.0 18.0 29.5 33.0 35.0 36.0 38.0 39.0 39.5 40,0 40,5 39 38 34 5 29,0 24 5 20 If. 15 14,0 13.0 12 7 Feb. 3.0 3.0 8.0 8.0 5.0 6.0 7.0 7.6 11.6 -13.5 15.0 20.5 26.0 28,0 28.0 26.0 24.0 22.0, 18. B 16.0 14.0 15,0 17.5 18,0 17.5 17,0 16,0 17,0 12,0 10.5 16.8 21,5 25,5 26,5 27 5 29,0 30,5 31,0 31,0 31,0 30,0 29,5 28,5 26,0 23,0 16 12 10,0 8,5 8,0 7 5 7 6 6 6 5 6,5 6,5 Mar, 18,0 19.0 18.0 17,0 16,0 14.0 IS.O 18.0 21.0 23.0 24.0 24,0 23.0 20,0 17.6 17.0 18.0 18.0 18.5 26.0 30,0, 32.0 34.0 35.6 37.5 38,0 39,0 38.5 35.0 33.0 30.0 6.5 "6.6 9.0 9.0 8,5 70 6,5 6.5 6,5 13,0 18.0 19,5 20.0 24.5 25.5 26.5 26,5 26,0 25,0 23,0 20 J7 12,5 11 12,0 13,5 13.5 11.5 10,0 9,0 13,5 Apr,' Ma,v, 24,5 19.5 16.0 12.0 10.0 8,0 7.6 7.6 7,0 6.5 20,5 26,0 29,0 30,0 31.0 38,0. 46,0 48,5 51,0 61,5 ,52,0 52,0 51.5 51,0 49,5 47,5 47,0 46,5 46,0 44,5 13,0 13.5 15.5 18,0 17 16,0 15,0 14.0 11.0 9,5 8,0 7 5 9,0 8,0 7,0 7 6,5 20,0 28.0 29.fi 30,0 29,6 2S.f> 28,0 27,0 24,0 18.0 13,0 11,0 8,0 43.0 41,0 39.0 33.5 28.0 20.5 16.0 10.0 7,6 7,0 7.0 «.0 8.0 7,0 6.0 6.0 5.0 4.0 3,5 3,5 3,5 3.5 3.5 4.0 4,5 5,0 6.0 7,0 7,0 6,0 5,0 7.5 7,0 0,0 5.0 4.5 5,0 4,0 3,5 3,5 3,0 3,0 3 5 4,0 7,0 8,0 8.5 8.0 7.0 6,5 9,0 12,0 12 11,5- 11,0 10,0 8,0 6,5 6,5 6,5 6,5 7,0 June, 6,0 8.0 15,0 2L0 24,5 27,0 29. B 32.0 34.5 37,0 38.5 39.5 40,5 41,0 41,5 42,0 42.0 42.0 41.5 41,5 41,-6. 41.0 41,0 42,5 42,5 43,5 43,5 43,5 44.0 44.5 5.5 6.0 7.0 9.0 9.0 11,0 12.0 10,0 8,0 6,6 5,5 4,5 4,0 3.5 3.5 3,5 3,0 3.0 2.5 2,0 2,0 2.0 1,5 1,2 1,0 1,0 1,0 1,0 1,0 1,0 July I Aug I 44,5 44,5 44.5 44-, 42.5 42,0 41.0 40.0 39 38,0 34,0 26,0 23,0 15,5 13,0 8,0 7,0 6,0 5.0 6,5 7,0 8,0 9.0 8.0 6.0 5,5 .5.0 5.5 14.0 14,5 14,5 1,0 1,0 1,0 1,0 1,0 1,0 1,0 1,0 1,0 1,0 5 5 5 .5 5 5 5 ,5 .5 1,0 1,0 1,0 1,0 1.0 1.0 1.0 .5 .5 - .2 - .2 - .2 14.5 12.0 10,5 8,0 6,0 5,0 5.0 4.0 3.0 2.0 2,0 2.0 2.0 2,0 2.0 1.6 1,5 1.5 1.5 1,5- 1,0 1.0 2.0 1.5 1.5 1.5 5.0 4.5 4.0 3.0 2.0 Sept. 2.0 2.5 '2,0 2.0 2,0 2.0 2.0 2,0 2,0 2,0 1.5 1.5 1'.5 2.0 1,6 1.0 1.0- 1.0 1.0 .5 .5 ,5 .5 .6 .'6 .5 .5 .5 .5 ■y 8.5 15.0 20.0 22,5 23,0 24,0 24,6 26.0 26.5 26.0 26,0 23,0 19,0 12,0 6,5 .=.,5 5.5 4.0 3.5 2,5 2,0 2,0 1.5 L6 1.5 1.5 1,5 r.5 1.0 1,0 1,0 1.5 2,0 2,5 6,0 7.6 7 5 7,0 5,5 4,0 3,0 2,0 1,5 1,5 1,5 Oct. 0,5 ,5 .5 :.5 .5 .5. ,5 .5 .5 2 4.0 6.0 7,5 8.5 10.0 ,10,5 5.0 4.0 3.5 .3.0 2.0 2.0 3.0 4.0 4.6' 7.5 ■9.0 8.0 .7,'5 Nov, 7,0 8.0 9.0 8.5 8.6 7.6 7.0 6.6 4,5 4,0 4.0 3.0 Z.fi 2.5 2.0 2.0 2.0 2.0 2.5 2,6 3,0 3,5. ,3,5 3,5 ■6,5 8.5 7,5 7.6 8.0 8.5 1.5 0,7 7~ 19:5 9.2 8.1 7.3 6.5 6.8 . «.0 4.75 5.0 8.3 u.o 13.0 12.6 12.8 12.1 10.8 9.2 6.8 9.8 3.95 3.75 3.55 3.5 3.5 3.85 4.25 5.0 7.2 14.6 18.6 21.4 22.8 2G.1 28.5 30.4 31.5. 32.2 33.5 34.4 36.4 3B.4 37.4 38.6 39.2 40.1 40.4 40.6 5.0 5.0 6.0 6.0 4.2 3.95 3.8 4.05 4.05 3.85 4.75 6.8 5.2 4.8- 4; 8 4.95 6.8 10.0 15.4 17.8 19. d 20.8 31.8 32.9 33.8 23.6 24.1 28.2 40.6 40.6 40.0 40.3 40.0 39.5 38.1 3li.O 34. G 33.8 32.5 37.2 40.9 42.4 43.4 44.4 45.4 47.2 48.5 49.5 49.7 49.5 49.0 48.5 47.8 47.1 46.4 45.4 43.9 41.4 37.2 26.4 • 26.4 25.4 23.0 20.6 18.1 14.9 12.0 10.1 9.0 8.8 8.8 8.4 8.3 7.5 6.4 6.7 6.3 4. 86 4.8 4.6 4.46 4.36 4.16 4.0s 4.0 8.0 3.85 3.66 .1.46 3.3S 31.2 25.2 19.4 15.8 11.6 9.2' 10.0 13.2 15.2 16.0 16.2 16.4 18.2 19.8 20.5 20.5 19.8 19.8 19.8 19.7 18.2 14.6 19.6 27.6 33.2 40.2 41.6 42.8 .43.2 .43.8 3.26 3.2 3.2 3.1 3.1 3.3 3.9 3.9 4.0 4.16 4.15 3.95 3.6 3.15 2.85 3.1 6.5 7.2 8.9 8.4 8.2 8.0 7.8 6.0 4.8 4.06 3.1 3.26 3.S6 3.0 44.0 44.0 43.6 42 S 40.6 37.4 33.2 27.1 21.6 16.8 12.3 8.8 7.3 6.5 6.0 5.6 5.3 6.2 8.0 10.6 14.0 12.0 8.8 8.0 12.5 19.0 26.9 . 30.0 33.0 33.2 33.6 2.7s 2.65 2.5 2.35 2.2 2.1 2.0 1.9 1.8 1.7 1.7 1.65 1.6 1.6 1.55 1.4 1.4 1.3 1.3 1.3 1.5 1.05 3.05 6.8 8.4 0.S ID. 3 10.4 8.8 ■ 8:8 4.4 35.4 37.2 39.9 42.3 43.8 44.5 44.8 44.8 44.7 44.0 43.0 40.4 37.2 34.4 30.2 27.8 25.8 23.0 20.0 17.0 16.1 27.6 34.4 36.3 36.2 35.2 33.4 '30.6 20.9 22.4 4.25 3.35 2.9 2.45 2.95 4.25 4.55 3.5 3.0 6.7 14.2 16.8 16,7 16.3 16.0 15.3 12.5 9.0 6.6 6.1 4.05 3.4 8.2 (.0 8.6 8.4 6.8 6.3 6. a 13.0 18.0 14.8 13.2 U.S 10.3 9.4 8.4 • 7.2 6.6 7.6 10.5 11. 1 10.5 9.8 8.4 9.0 w 8.9 7.6- 6.7 4.7 4.2 3.8 3. 35 3.2 3.2 3.2 3.2 u^ U.S 12.5 13 5 15.6 16.0 16.2 16.4 17.2 19.2 22.4 24.4 26.3 37.4 28.6 29.3- 20.8 29.0 27.3 24.3 19.3 13.2 10.0 9.2 8.0 0.3 0.4 0.4 8.8 7.8 6.2 5.p 3.7 2.75 3.95 5.6 5.6 4.9 4.36 4.2 4.05 3.6 3.35 3.4 2.96 2.9 2.86 2. 65 2.45 2.3 2.2 2.1 1.85 1.7 1.7 1.6 1.5 1.4 1.3 .1.2 1.2 1.3 ' 1.2 4.3 4.R5 4.5 4.2 4.2 5.8 5.6 6.0 6.4 5.8 5.2 4.55 4.1 3.9 .1.4 3.3 . 3.3 2.9 3.0 3.3 1.95 1.96 1.0 3.0 3.3 2.8 2.45 2.15 2.0 1.65 l.BS I.l 1.1 1.1 1.1 1.0 1.0 .95 .95 1.2 1.56 1.46 1.25 1.1 1.26 1.1 1.26 l.C 1.45 1.4 1.3 1.3 1.3 1.2 1.15 1.2 1.06 1.0 .0 .0 .0 1.55 1.5 1 4 1.4 1.5 1.6 2.0 1.75 1.6 1.55 1.4 1.3 1.2 1.1 1.0 .9 .8 .8 .7 .7 .7 .6 .6 .7 .7 .86 .86 .7 .86 .8 0.9 .9 .8 .8 .75 .7 .7 .86 .6 .6 .6 .6 .6 .65 .6 .5 .6 .5 .5 .75 1.2 1.85 1.85 1.8 1.66 1.5 1.4 1.25 1.15 1.0 .9 0.6 .5 .5 .6 .6 .7 1.4 1.15 1.05 1.1 1.2 1.35 1.3 1.3 1.3 1.3 1.3 2.15 2.85 2.6 3.2 l.«5 1 35 1.3 1.16 1.0 .0 .86 .85 .85 .« ■ 0.8 .8 ;8 .8 .8 .8 .8 .8 -.8 .8 .8 .8 .8 .9 1.0 1.0 1.0 I.O 1.1 1.2 1.36 1.56 1.76 1.75 1.6 1.6 1.6 1.75 1.85 1.76 n.s 9 1 1 1 1 1 1 1 1 1 1.15 1 1 1.1 1.1 1.0 1.0 .9 1.0 LO .95 .9 .95 .9 .0 .0 .9 .0 .95 1.0 1.2 1.6 2 1.5 3 1.45 1.4 5 G 1.46 1.65 7 8 9 . .. 1.9 2.36 2.56 10 2.75 11 12 3.0 3.6 1.1 3.9 3.75 3.86 10 3.9 17 3.76 18 3.65 19 3.36 20 3.1s 21. 2.95 22 2.65 23 2.66 24 . 2.5 25 2.65 2G 2.9 27 3.55 28 4.3 29 5.2 30 5.6 31 ' 6.2 1910 1 1 2 2 .. .. I .1 3 1 7.5 i 5 2 6 1.0 7 8 ■. 1..? 2.35 3.,^') 10 11 4.05 4 05 12 13 3.35 3.2 14 2. 85 15 2.46 16 :! 15 17 2 18 2 15 19 2 1 20 2.0 21 1 9 22 ■ 1 9 23 24 2 46 25 2 6 28 3 65 27 4 46 28 4 29 . ■ 4 8 30 31 4.6 3.8 Digitized by Microsoft® Tombighee River at Epes, Ala. 199 Daily gage height, in feet, of Tombigbee River at Epes, Ala. — Continued. Day. 1911 1 Jan. Feb. Uar. Apr. May. June. July. Aug. Sept. Oct. Nov. Deo. 3.75 21.6 26.3 27.4 27.8 28.0 28.4 29.3 29.9 29.9 28.5 23.6 16.5 11.2 8.6 7.3 6.6 -6.8 5.1 4.7 4.4 4.2 4.0 3.9 4.05 4.05 3.9 3.75 3.96 4.85 6.2 38.7 39.4 39.8 40.0 40.1 39.8 39. S 39.6 39.9 39.8 39.4 38. 4 36.6 34.5 31.7 27.2 22.8 17.6 15.8 17.5 20.0 20.9 21.0 21.0 24,0 18.0 14.0 11.9 22.6 25.9 27.6 5.1 6.0 4.9 4.76 4.6 4.36 6.2 6.4 10.8 14.6 16.8 18.0 19.6 20.7 21.2 21.2 20.6 19.0 16.8 14.7 12.8 12.0 11.4 10.7 9.4 8.0 7.3 7.2 28.2 28.4 28.6 M.9 28.8 27.4 23.8 18.4 13.8 12.2 13.4 11.6 10.8 11.8 13.3 12.4 11.5 10.9 10.2 9:6 12.8 18.4 21.0 :22.6 25.0 26.8 28.4 29.2 29.4 11. 1 13.6 15.0 16.4 17.3 17.5 16.0 11.7 9.2 8.0 7.6 7.0 6.5 5.9 5.3 4.9 4.75 4.5 4.3 4.16 4.0 4.15 4.7 4.7 475 4.6 4.45 4.85 7.5 9.3 9.9 29.6 30.0 30.7 31.2 29.8 28.1 26.6 26.8 28.6 29.2 29.4 32.6 33.8 . 34.5 37.8 38.8 39.6 40.0 40.2 40.4 40.4 40.2 40.3 41.2 40.6 40.2 39.1 39.0 41.0 43.0 43.5 9.0 7.7 6.6 5.7 9.9 20.4 23.8 26.0 27.9 29.6 31.4 33.3 34.0 35.7 36.4 36.6 36.6 36.1 34.9 83.1 31.1 30.0 29.8 30.6 31.8 33.0 34.0 35.4 35.8 35.2 13.8 44.1 44.4 44.7 ,45.2 45.6 46.0 46.4 46.5 46.4 45.9 45.1 44.1 42.6 41.2 42.1 44.2 45.2 46.2 47.5 48.4 49.1 49.5 49.2 48.8 48.3 47.8 47.2 •46.7 46.0 33.9 31.5 28.7 25.0 19.8 14.5 10.7 8.8 7.6 7.0 6.4 6.7 6.0 4.55 4.2 3.9 3.6 3.4 3.2 3.05 "2.9 3.0 3.7 5.0 6.0 6.2 6.3 4.9 4.35 3.5 3.1 45.1 44.2 43.2 42.4 41.7 41.8 41.8 41.8 41.4 40.4 39.2 37.4 35.6 . 33.8 30.8 26.2 20.2 15.1 11.9 10.0 8.8 7.8 7.2 6.7 6.2 5.8 5.5 5.3 5.4 5.6 5.2 2.76 2.46 2.25 2.1 2.0 1.85 1.8 1.75 1.65 1.65 1.65 1.65 1.46 1.35 1.35 1.25 1.15 1.15 1.15 1.15 1.2 1.25 l.?5 1.6 2.05 3.3 3.95 4.95 4.8 5.0 4.8 5.6 7.6 7.0 6.8 6.4 7.2 7.7 6.0 5.1 4.6 4.0 4.5 8.6 8.0 5.2 4.3 4.2 4.3 4.1 3.6 3.3 3.1 3.0 2.9 3.0 3.6 5.0 7.0 9.1 6.0 4.5 4.0 4.1 2.9 2.3 2.0 1.9 2.0 2.0 1.9 1.9 2.0 3.9 10.4 12.4 13.2 8.4 6.4 5.3 4.6 4.1 4.1 10.0 12.9 12.8 11.8 10.9 9.2 7.0 5.2 9.9 11.8 15.2 16.7 16.4 15.8 14.7 13.1 11.3 10.4 11.3 U.6 10.7 9.9 9.4 8.3 7.3 7.3 9.0 12.5 13.4 12.4 11.5 9.5 7.6 6.4 5.4 5.0 4.6 4.0 3.6 4.0 4.1 4.2 5.0 6.2 6.4 6.2 4.8 4.2 3.7 4.0 4.2 3.9 3.3 2.7 2.6 3.5 4.6 6.0 6.2 6.6 7.1 6.6 6.6 6.1 6.7 6.1 4.2 3.6 3.7 3.9 3.4 3.1 2.9 2.8 2.7 ■ 2.8 3.4 3.0 2.9 3.6 8.0 10. S 10.6 9.4 8.7 8.9 8.2 7.2 6.7 6.0 6.0 4.4 4.0 4.4 5.8 6.6 6.4 5.9 5.0 4.4 3.9 3.6 3.0 2.6 2.2 2.0 2.0 1.6 1.8 1.8 1.6 1.6 1.8 1.9 1.9 1.9 1.8 1.8 1.7 1.6 1.4 u 1.0 .9 .9 .9 .8 .8 .8 .7 3.4 2.5 2.6 2.7 2.6 2.4 2.4 2.0 2.0 1.8 1.8 1.7 1.7 1.7 2.4 2.6 2.5 5.2 6.4 6.0 5.4 5.4 5.6 0.8 5.8 6.0 5.4 4.6 3.8 3.4 0.7 .6 .6 .6 .6 .5 .6 .5 .6 .5 .6 .6 .6 .6 .6 .7 1.4 1.5 1.4 1.3 1.6 2.0 2.0 1.8 1.6 1.3 1.2 1.1 1.0 1.0 .9 4.4 4.2 4.0 3.8 3.7 3.4 3.1 2.8 2.4 2.2 2.1 2.0 2.2. 2.3 1.8 1.8 1.8 1.8 2.0 2.1 5.7 7.6 7.6 6.8 6.5 !:i 5.0 4.2 3.5 3.0 0.9 .9 .9 .9 .9 1.0 1.1 1.8 4.0 2.7 2.4 2.8 3.4 3.0 2.8 2.6 2.6 2.6 2.8 2.7 2.5 2.6 2.8 2.7 2.4 2.2 2.1 5.1 5.2 4.0 2.8 2.6 2.5 2.4 2.4 2.5 2.8 2.8 2.9 3.0 3.2 3.2 3.0 3 2.8 2.7 2.8 2.7 2.7 2.6 2.5 2.4 2.4 2.3 2.3 2.3 2,2 2,2 2.3 2.3 3.7 2 3.8 3 3.9 4 3.7 3.4 6 3.0 7 2.6 8 2.4 9 ?1 iO 2.2 11 2,6 12 8.8 13 15.4 U 22.6 15 28.6 16 , 30.0 17 , 19.'.'.'.'.'.'."'.'.'.'.'.'. 20 21..^ 22 30.8 30.8 30.2 30.4 31.6 33.6 23...,- 24.....^ 25 .'... 36.1 36.8 37.0 26 » 27 k; 28 29 _ !?:::::::::-::: 1912 1 37.2 37.4 37.0 37.0 37.2 38.3 23 2 3 2.4 2.9 4 67 5 12. A 6 , 7 17.1 19.6 s ; 22.1 9 Zi.-i 10 23.9 11 24.4 12 23.2 13 15 24.8 23.8 21.2 16 18.0 17 14.5 18 11.0 19 9.(1 20 8.6 21 8.4 22 8.2 23 9.0 24 14.2 25 17.0 26 18.7 27 . .. 19.4 23 19.6 29 19.4 30 19.0 31 18.8 Digitized by Microsoft® 200 Water Powers of Alabama; Second Report, Daily gage height, in feet, of Tombigiee River at Epes, Ala. — Contvmied. Day. 1913 2////// "/.yS..'.7.'.7.T..... '.'..'... Jan. Feb. Mar. Apr. May. June. July. Aug. 18.7 18.4 19.5 20.2 20.5 20.0 20.0 21.0 21.5 22.0 23.6 26.6 28.7 30.0 30.9 31.2 ■30.6 31.4 31.1 30.2 29.4 28.4 27.6 28.9 31.0 31 1 35.2 37.0 .38.0 38.6 39.6 40.2 40.5 41.4 42.2 42.6 42.4 41.9 40.5 37.8 34.0 28.0 27.1 29.8 32.0 33.7 34.6 36.2 37.0 37.6 37.6 35.9 32.7 28.4 24.2 20.1 16.6 19.4 28.6 33.4 36.3 38.2 39.6 40.8 41.6 42.2 42.5 42.3 43.1 42.2 40.8 40.4 40.4 40.6 40,6 40.2 39.7 39.2 39.0 39.4 ■39.8 39.8 39.2 37.6 35.6 34.0 •31.5 29. 8( 28.4 27.6 27.2 26.8 25.3 25.1 27.3 26.9 25.5 24.0 23.1 22.3 19.6 16.2 15.6 16.4 17.2 15^8 13.8 12.0 las 10.0 8.9 7.8 7.0 6.6 6.0 S.8 6.6 5.7 5.8 5.8 5.6 6.2 4.8 4.6 4.4 4.2 4.0 3.8 3.8 4.2 4.2 4.0 3.8 3.6 3.6 3.6 3^6 3.8 4.2 4.6 5.0 9.0 33.0 27.0 28.1 27.2 24.2- 19.0 14.3 10.6 8.0 7.0 6.2 5.4 4.4 4.0 4.0 4.0 4.6 6.6 6.4 6.0 S.6 5.0 4.4 3.8 3.4 3.0 2.8 2.6 2.5 2.4 2.3 2.2 2.1 ZO 7.0 1.9 1.8 1.8 1.8 1.8 2.0 2.2 2.6 3.7 3.9 3.4 2.8 2.4 2.2 3.0 1.8 2.2 Z7 4.8 5.6 4.2 3.2 2.7 2.4 2.0 1.8 12 1.8 2.0 "2.6 2.3 2.2 2.8 3.3 3.0- 2.8 2.» 3 '- 8.6 5 . ,-. : 3 2 6 .■ 2.9 7 2.5 8 2.2 10 l.S 11 l.t 12 1 5 13 14 1 3 15 1.3 1.3 IT 1.3 19 1.3 20 1.2 I 4 22 1.4 1.3 24 , 1.2 25 . . 1.2 26 , 1.2 27 28 ; 1.4 29 1.4 1,4 31 : Rating taile for Tombig'bee River near Epes for 1900 and 1901. Gage ■ Dis- Gage Di. Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec-feet, —0.2 810 1.3 1,688 5.6 6,308 12.6 13,600 — .1 840 1.4 1,758 6.0 6,820 13.0 14,100 .0 880 1.6 1,829 6.6 6,360 13.5 14,700 .1 830 1.6 1,903 7.0 6,900 14.0 16,300 .2 986 1.7 1,976 7.6 7,600 14.6 16,900 .3 1,043 1.8 2,060 8.0 8,100 16.0 16,600 .4 1,103 1.9 2,125 8.6 8,700 16.6 17,100 .6 1,164 2.0 2,200 9.0 9,300 16.0 17,700 .6 1,226 2.6 2,690 9.5 9,900 17.0 18,900 .7 1,289 3.0 3,002 10.0 10,600 18.0 20,100 .8 1,353 3.6 8,432 10.5 11,100 19.0 21,300 .9 1,418 4.0 3,878 11.0 11,700 20.0 22,600 1.0 1,484 4.5 4,338 11.5 12,300 21.0 23,700 1.1 1,551 5.0 4,815 12.0 12,900 22.0 24,900 1.2 1,619 Digitized by Microsoft® Tombigbee River at Epes, Ala. 201 station-rating table ■for TomMghee River at Epes, Ala., from January 1 to December 31, 1905. Gage hel^t. Discharge. Gage height. Discharge. height. Discharge. height. Discharge. Feet. Second-feet. Feet. Second-feet. Feet. Second-feel. Feel. Second-feet. 1.30 1,195 2.40 1,855 3.50 2,690 4.60 3,680 1.40 1,250 2.50 1,925 3.60 2,780 •4.70 3,775 l.SO 1,305 2.60 1,995 3.70 2,870 4.80 3,870 l.«0 1,360 2.70 2,065 3.80 2,960 4.90 3,965 1.70- 1,420 2.80 2,140 3.90 3,050 5.00 4,060 1.80 1,480 2.90 2,215 4.00 3,140 5.20 4,250 i.go 1,540 3.00 2,290 4.10 3,230 5.40 4,450 2.00 1,600 3.10 2,370 4.20 3,320 5.60 4,662 2.10 1,660 3.20 2,450 4,30 3,410 5.80 4,856 2.20 l,7fe 3.30 2,530 1 4.40 3,500 6.00 5,060 2.30 1,790 3.40 2,610 4.50 3,590 The above table is baaed on seven discharge measurements made during 1904-5. It is- fairly well -defined between gage heights 1.8 feet and 19 fen. Above gage height 6 feet the rating curve is a tangent, «he difTerence being 104 per tenth. Rating table for Tombigbee River at Epes, Ala., for 1906. Gage height. Dis- Gage Dis- *elX. Dis- Gage height. Dis- charge. height. cbarge. . charge. Sec.-ft. 2,370 charge. Feet. Set.-fl. Feet. Sec.-ft. Feet. Feet. Sec.-ft. 0.50 770 1.80 1,480 ■ .3.10 4.80 3,870 .0.60 810 1.90 1,540 3.20 2,450 5.00 4,060 0.70 850 2.00 1,600 3.30 2,530 6.20 4,250 0.80 900 2.10 1,660 3. 40 2,610 5.40 4,450 0.90 950 2.20 1,725 3.50 2,690 5-60 4,652 ' 1.00 1,000 2.30 1,790 3.60 2,780 5.80 4,856 l.IO 1,060 2.40 1,855 3.70 2,870 6.00 5,060 1.20 1,120 2.60 1,925 3.80 2,960 0.20 5,268 1.30 1,180 2.60 1,995 3.90 3,050 6.40 6,476 1.40 1,240 2.70. 2.065 4.00 3,140 6.60 6,684 1.50 1,300 2.80 2,140 4.20 3,320 «.80 6,892 1.00 1,360 2.90 2,216 4.40 3,500 7.00 6,100 1.70 1,420 3.00 2,290 4.60 3,680 T^OTE.— The above taole is based on nine discharge measurements made durirg 19O4-1906, and is well -defined oetween gage heights 0.9 feet and 16.6 feet. A rjove gage height feet the rating curve Is a tan* f ent, the difference being 104 per tenth. Bating table for Tombigbee River at Epes, Ala., for 1901 and 1908. Gage height. Dis- cbarge. Gage hei^t. Dis- charge. hel^t. Dis- charge. hel^. Dis- charge. Feet. Sec -ft. Feet. Ba:-fl. Feel. Sec.-ft. Feet. Sec.-ft. 0.60 C40 2.80 2,140 6.20 6,268 20.00 25,860 .60 695 2.90 2,216 6.40 5,476 27.00 26,900 .70 750 3.00 2,290 6.60 5,684 28.00 27.940 .80 810 3.10 2,370 0.80 6,892 29.00 28,980 .90 870 3.20 2,460 7.00 6,100 30.00 30,020 1.00 930 3.30 2,530 8.00 7,140 31.00 31,060 1.10 990 3.40 2,610 9.00 8,180 32.00 32,100 1.20 i;o5& 3.60 2,690 10.00 9,220 33.00 33,140 1.30 1,120 3.60 2,780 11.00 10,260 34.00 34,180 1.40 1,186 3.70 2,870 12.00 11,300 35.00 'f'S5 1.60 1,250 3.80 2,900 13.00 12,340 36.00 36,260 1.60 1,316 3.90 3,050 14.00 13,380 37.00 37,300 1.70 1,380 4.00 ,3,140 16.00 "'IS 38.00 38,340 1.80 1,446 4.20 3,320 16.00 16,460 39.00 39,380 1.90 1,610 4.40 ^■BOO 17.00 16,600 40.00 40,420 2.00 1,575 4.60 3,680 18.00 17,640 41.00 ■ 41,460 2.10 1,646 4.80 3,870 19.00 18,680 42.00 .42,600 2.20 1,716 6.00 4,060 20.00 19,620 43.00 43,640 2.30 1,786 6.20 4,260 21.00 20,660 44.00 44,680 2.40 1,866 6.40 4,460 22.00 - 21,700 46.00 46,620 2.60 1,926 6.60 4,662 23.00. 22,740 2.60 1,996 6.80 4,856 24.00 23,780 2.70 2,066 6.00 erfhy 26.00 24,820 ~)lQlM /linm. koft® Note —The above table Is not applicable *>r obstructed-,890 4,«> 36,600 37,500 40,300 42,800 44,400 45,100 45,400 45,400 46,300 44,600 43,600 40,800 37,600 34,600 30,200 27,700 26,700 22,700 19,600 10,500 15,600 27,400 34,600 36,600 36,600 35,400 33,600 30,600 26,800 22,100 3,310 2,480 2,C80 1,700 2,120 3,310 3,610 2,610 2,160 5,790 13,600 16,300 16,200' 15,700 15,500 14,600 11,800 8,180 6,680 4,160 3,120 2,520 2,340' 4,960 5,680 5,480 4,860 4,350 4,250 J,'.. 300 17,500 14,200 12,600 11,100 9,630 8,600 7,660 6,310 6,580 6,720 9,740 10,400 9,740 9,010 7,560 8,180 8,490 8,180 8,080 8,080 4,760 3,760 3,260 2,890 2,480 2,340 2,340 2,340 2,340 3,020 3,460 2,790 1,950 3,020 4,660 4,650 3,960 3,410 3,260 3,120 2,700 2,480 2,520 2,120 2,080 2,030 1,870 1,700 1,580 1,610 1,610 1,270 1,180 1,180 1,120 1,060 997 941 886 886 886 832 832 832 832 780 780 755 765 886 1,080 1,030 914 832 914 914 1,120 1,030 997 997 941 941 886 859 886 806 780 730 730 730 11,100 3,360 1,080 11,800 3,910 1,060 12,900 3,560 997 15,000 3,260 997 15,i00 3,;^ 1,060 15,700 4,860 1,120 15,000 4,650 1,370 16,700 6,060 1,210 18,800 5,480 1,120 22,100 4,860 1,080 24,200 4,260 097 26,200 3,610 941 27,300 3,170 886 28,600 2,980 832 29,300 2,520 780 29,600 2,340 730 29,000 2,340 682 27,200 2,080 682 24,100 2,160 636 18,900 1,510 636 12,600 1,340 636 9,220 1,340 692 8,390 1,300 692 8,080 1,370 636 8,390 1,580 636 8,600 .1,990 706 8,600 1,700 706 7,970 1,480 636 6,720 1,370 614 f..rj7o 1,270 592 4,060 1,140 730 730 682 682 669 636 636 614 692 592 592 592 592 671 650 550 660 660 660 660 1,270 1,270 1,240 1,140 1,060 997 914 859 780 730 550 550 636 997 859 806 832 941 041 941 941 041 1,480 2,030 i,820 1,510 1,270 780 730 70« 70« 706 682 682 682 682 682 682 682 682 682 682 682 682 682 730 780 780 780 780 832 832 969 1,080 1,210 1,210 1,120 1,120 1,120 1,210 1,270 1,210 730 755 780 780 780 780 780 832 332 859 832 780 730 780 780 755 730 755 730 730 730 730 730 755 780 Note.— These di5C)iareG., {o umiII HoHna,! 1 Tombigbee River at Epes, Ala. 203 Daily discharge, in second-feet, of TombigJjee River at Epes, Ala., for 1911. Day. 1911 1912 Jan. 2,840 21,300 26,200 27,300 27,700 27,900 28,400 29,300 29,900 29,900 28,500 23,400 16,000 10,500 7,800 6,500 5,840 5,080 4,420 4,040 3,760 3,580 3,400 3,310 3,440 3,440 3,310 3,180 3,360 4,180 4,510 4,420 4,320 4,220 4,080 3,850 3,720 5,460 4,700 10,100 14,000 15,300 17,500 19,200 20,300 20,900 20,900 20,200 18,600 16,300 14,100 12,100 11,300 10,700 9,950 8,600 7,200 6,500 6,410 39,100 39,800 40,200 40,400 40,500 40,200 40,200 40,000 40,300 40,200 39,800 38,, 800 36,900 34,700 31,800 27,100 22,500 17,100 15,000 17,000 19,600 20,600 20,700 20,700 23,800 17,500 13,400 11,200 22,300 25,800 27,500 Feb. Mar. Apr. 28,100 28,400 28, WX) 28,900 28,800 27,300 23,600 18,000 13,200 11,500 11,700 10,900 10,100 11,100 12,700 11,700 10,800 10,200 9,430 8,800 12,100 18,000 20,700 22,300 24,800 26,700 28,400 29,200 29,400 10,400 13,000 14,400 15,900 16,800 17,000 15,500 11,000 8,400 7,200 6,800 6,220 5,740 5,180 4,600 4,220 4,080 3,850 3,670 3,540 3,400 3,540 4,040 4,040 4,080 3,850 3,800 4,180 6,700 8,500 9,120 29,600 30,000 30, 700 31,300 29,800 28,000 26,500 26,700 28,600 29,200 29,400 32,700 34,000 34,700 38,100 39,200 40,000 40,<00 40,600 40,800 40,800 40,600 40,700 41,700 41,000 40,600 39,500 39,400 41,500 43,500 44,100 8,200 6,900 5,740 4,980 9,120 20,000 23,600 25,900 27,800 29,500 31,500 33,500 34,200 35,900 36,700 36,900 36,900 36,400 35,100 33,200 31,200 30,000 29,800 30,500 31,900 33,100 34,200 35,600 36,100 35,400 44,400 44,700 45,000 45,300 45,800 46,200 46,700 47,100 47,200 47,100 46,600 45,700 4-1,700 43,100 41,700 42,600 44,800 45,800 46,000 48,200 49,200 49,900 50,300 60,000 49,600 49,100 48,500 47,900 47,400 46,700 May. 34,100 31,600 28,700 24,800 19,400 13,900 9,950 8,000 6,800 6,220 5,650 4,980 4,320 3,900 3,580 3,310 3,040 2,860 2,680 2,540 2,420 2,500 3,130 4,320 4,320 4,510 4,600 4,220 3.720 2,950 2,590 45,700 44,800 43,700 42,900 42,200 42,300 42,300 42,300 41,900 40,800 39,600 37,700 35,800 34,000 30,900 26,100 19,800 14,500 11,200 9,220 8,000 7,000 6,410 5,940 5,460 5, 4,800 4,600 4,700 4,890 4,510 June. 2,290 2,040 1,880 1,760 1,680 1,570* 1,530 1,490 1,420 1,420 1,420 1,420 1,280 1,200 1,200 1,140 1,060 1,060 1,060 1,060 1,100 1,140 1,200 1,380 1,720 2,770 3,360 4,270 4,130 4,320 4,130 4,890 6,800 6,220 6,030 6,650 6,410 6,900 5,270 4,420 3,940 3,400 3,850 7,800 7,200 4,510 3,670 3,SS0 3,670 3,490 3,040 2,770 2,590 2,500 2,420 2,500 3,040 4,320 6,220 8,300 July. Aug. 4,320 3,850 3,400 3,490 2,420 1,920 1,680 1,600 1,680 1,680 1,600 1,COO 1,680 3,310 9,640 11,700 12,500 7,600 5,650 4,600 3,940 3,490 3,490 9,220 12,200 12,100 11,100 10,200 8,400 6,220 4,510 9,120 11,100 14,600 16,200 15,900 15,300 14,100 12,100 10,600 9,640 10,600 10,900 9,950 9,120 S,600 7,500 6,500 6.300 8,200 11,800 12,800 11,700 10,800 8,700 6,800 5,650 4,700 4,320 3,940 3,400 3,040 3,400 3,490 3, ,'580 4,320 4,510 4,700 4,510 4,130 3,580 3,130 3,400 3,580 3,310 2,2^0 2,240 2,080 2,950 3,940 5,270 5,400 5,840 6,320 5,840 5,740 5,360 4,980 4,420 3,580 3,040 3,130 3,310 2,860 2,590 2,420 2,330 2,240 2,330 2,860 2,500 2,420 3,040 7,200 10,100 9,840 8,600 7,900 8,100 7,100 6,410 5,940 5,270 4,320 3,760 3,400 3,760 5 " " 5,840 5,650 5,180 4,320 3,760 3,310 Sept. 3,040 2,500 2,160 1,840 1,680 1,680 1,380 1,530 1,530 1,380 1,380 1,530 1,600 1,600 1,600 1,530 1,530 1,460 1,380 1,240 1,100 960 960 ■895 830 830 .830 770 2,R60 2,080 2, 160 2,240 2,160 2,000 2,000 1,680 1, " 1,530 1,530 1,460 1,460 1,460 2,000 2,160 2,080 4,510 5,650 5,270 4,700 4,700 4,890 5,080 5. "* 5,270 4,700 3,940 3,-220 2,860 Oct. 770 710 710 710 710 655 655 655 655 655 710 710 710 710 710 770 1,240 1,310 1,240 1,170 1,380 1,680 1,680 1,530 1,380 1,170 1,100 1,030 960 960 895 3,760 3,580 3,400 3,220 3,130 2,860 2,590 2,330 2,000 1,340 1,760 1,680 1,840 1,920 1,530 1,530 1,530 1,530 1, — 1,760 4,980 6,800 6,800 6,030 5,740 5,460 4, 4,320 3,580 2,950 2,500 Nov 895 960 1,030 1,530 3,400 2,240 2,000 2,330 2,860 2,500 2,330 2,160 2,160 2,160 2,330 2,240 2,080 2,160 2,?30 2,240 2,000 1,840 1,760 4,420 4,510 3,400 2,330 2,160 2,080 2,000 2,000 2,6S0 2,330 2,330 2,420 2,500 2,680 2," 2,500 2,500 2, 2,240 2,330 2,240 2,240 2,160 2, 2,000 2,000 1,920 1,920 1,920 1,840 1,840 1,920 1,920 Deo 3,130 3,220 3,310 3,130 2,860 2,500 2,160 2,000 1,920 1,840 2,160 8,000 14,800 22,300 26,500 30,000 30,900 30,900 30,200 30,400 31,600 33,800 36,400 37,100 37,300 37,500 37,700 37,300 37,300 37,500 28,500 1,920 2,000 2,420 6,940 11,900 16,600 17,200 21,800 22,900 23,700 24,200 25,000 24,600 23,600 20,900 17,500 13,900 10,300 8,200 7,800 7.600 7,4tM; 8,20fr 13,600' 16,500 18,300 17,000 17,200 17,000 18,600 18,400 NoiK.— Daily discharge computed from a rating curve birly well defined below 16,000 second-leet. Digitized by Microsoft® 204 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tombio'bee River at Eves, Ala. — Cont'd. Day. Feb. Mar. Apr. May. June. July. Aug. 1918 3 „ 4 6 6 7 8 9 ,. 10 n 12 13 14 15 16 17 18 19 20 V 21 22 23 24 25 26 27 , 28 29 , 30„ 31* 18,300 18,000 19,100 19,800 20,100 19,600 19,600' 20,700 21,200 22,300 23,400 26,500 28,700 30,000 31,000 31,300 30,600 31,500 31,200 30,200 29,400 28,400 27,500 28,900 31,100 31,200 35,400 37,300 38,300 39,000 40,000 40,600 40,900 ^i.goo 42,700 4S,100 42,900 42,400 40,900 38,100 34,200 27,900 27,000 29,800 32,100 33,900 34,800 36,500 37,300 37,900 37,900 36,200 32,800 28,400 24,000 19,700 16,100 19,000 28,600 33,600 36,600 38,500 40,000 41,300 42>100 42,700 43,000 42,800 43,600 42,700 41,300 40,800 40,800 41,000 41,000 40,600 40,100 .39,600 39,400 39,800 40,200 40,200 39,600 37,900 35,800 34,200 31,900 29,800 28,400 27,500 27,100 26,700 25,100 24,900 27,200 26,800 25,300 23,800 22,800 22,000 19,200 15,700 15,000 15,900 16,700 15,300 13,200 11,300 10,100 9,220 »,100 7,000 6,220 5,840 5,270 5,080 4,800 4,980 5,fl80 5,080 4,890 4,510 ■4,130 3,940 3,760 3,580 3,400 3,220 3,220 3,580 3,580 3,400 3,220 3,040 3,040 3,040 3,040 3,'220 3,580 3,940 4,320 8,200 22,700 26,900 28,000 27,100 24,000 18,600 13,700 9,840 7,200 6,220 5,460 4,700 3,760 3,400 3,400 3,400 3,940 6,840 6,650 5,270 4,890 4,320 3,760 3,220 2,860 2,500 2,330 2,160 2,030 2,000 1,920 1,840 1,760 1,680 1,680 1,600 1,530 1,530 1,530 1,530 1,680 1,840 2,160 3,130 3,310 2,860 2^330 2,TXW 1,840 1,680 1,530 1,840 2,240 4,1^ 4,890 3,580 2,680 2,240 2,000 1,680 1,530 1,840 1,530 1,680 2,160 1,920 1,840 2,330 2,770 2,500 2,330 2,330 3,040 2,86» 2,680 2,420 2,080 1,840 1,600 1,630 1,380 1,310' 1,240 1,170 1,170 1,170 1,170 1,170 1,170 1,100 1,240 1,240 1,170 1,100 1,100 1,100 1,100 1,240 1,240 1 240 1,100 Note. — Daily discharge determined from a rating curve -fairly well defined by meajbrements made- previous to 1912; because of the possibility of change in discbarge relation estimates qf daily discharge should be used with caution. Estimated monthly discharge of Torribigiee River at Epes, Ala. [Drainage area, 8,830 square miles.] Month. Discharge in second-feet. Maximum. Minimum. Mean. Sec-feet per square mile. Eun-oft. Depth in inches. January ... February . March April May June July August September October ... November December 1905 The year.. January February . March April May June July August ... September October ... 1906 26,900 46,240 40,000 16,190 18,370 6,996 8,388 12,440 3,590 6,892 4,662 16.160 4,660 14,420 7,140 6,268 4,662 1,600 1,860 2,140 1,196 1,196 1,480 1,726 13,190 37,330 18,190 10,810 11,600 8,096 4,813 6,212 2,000 2,79« 2,368 8,076 46,240 22,100 13,600 42,200 40,900 19,600 2,630 Di§itiz6^^ 1,196 7,660 3,230 6,890 2,960 2,000 1,120 19,100 33.300 Micr^fit® 790 2.100 9,989 16,800 6,720 23,000 17,800 6,670 1,730 3,810 1,680 2,660 14.900 1.49 4.23 2.06 1.22 1.80 .361 .488 .704 .226 .817 .267 .916 1.13 1.79 .648 2.60 1.96 .744 .196 .432 .190 .301 1.69 1.72 4.40 2.38 1.36 1.60 .892 .663 .812 .262 .864 .298 1.06 16.09 2.06 .67 8.00 2.19 .86 .22 .60 .22 .34 1.96 Tombighee River at Epes, Ala. 206 Monthly discharge of Tombig'bee River at Epes, Ala. — Continued. [Drainage area, 8,830 square miles.] Date. Discharge in second-feet. Maximum. Minimum. Mean. Kun-off. Sec.-feet per square mile. Depth in inches. January .... February .. March April May June July August September October .... November December 1907 The year.. January .... February .. Marc:; April May June July August September October .... November December 1908 The year.. 1909 January .... February March April May _ June _. July - August — September October ... November December The year.. 1910 January Febrary March — Apri — May June July August September .- October November December The year.. 20,200 86,600 87,400 13,900 87,000 21,800 4,060 3,280 1,610 1,440 8,690 9,630 37,400 14,200 46,100 39,800 40,100 86,600 18,000 6,270 13,400 2,260 990 1,220 16,600 45,100 10,600 41,000 50,600 44,200 44,600 46,400 17,600 4,660 1,120 1,270 1,270 4,660 50,500 12,100 26,100 26,800 8,080 9,640 16,300 29,600 6,480 1,370 2,030 886 3,960 Dig^tizeia-13^ 4,060 4,260 3,780 2,960 16,600 2,960 1,540 900 640 640 640 1,680 640 4,160 18,100 6,680 6,890 4,650 2,000 1,640 1,780 760 640 640 1,440 640 8,360 2,610 82,600 8,890 4,250 16,600 2,840 886 730 650 682 997 660 2,080 2,890 2,480 2,080 941 1,700 4,060 1,140 692 660 682 886 Micromt® ^'^"> 8,800 17,600 20,000 7,000 28,900 9,660 2,390 1,470 880 842 1,600 3,640 8,570 9,720 29,900 20,600 16,600 22,800 8,310 2,960 6,220 1,120 776 867 7,780 10,600 6,610 22,600 43,100 22,600 20,900 34,100 7,060 2,070 878 757 865 2,280 13,600 7,060 10,200 8,860 3,740 2,900 6,660 16,400 2,760 841 926 775 2,010 0.997 1.99 2.27 .793 8.27 1.09 .271 .166 .100 .096 .181 .412 .970 1.10 8.89 2.32 1.88 2.68 .941 .336 .691 .127 .088 .098 .881 0.787 2.66 1.86 .311 .096 .106 .088 .228 .593 1.16 2.07 2.62 .88 3.77 1.22 .31 .19 .11 .11 .20 .48 13.11 1.27 3.66 2.68 2.10 2.97 1.05 .39 .68 .14 .10 .11 1.02 16.17 0.86 2.67 4.88 6.68 2.56 2.84 2.37 2.73 8.86 4.81 .798 .92 .284 .27 .099 .11 .086 .10 .098 .11 .258 .80 1.64 20.84 0.800 0.92 1.16 1.21 1.00 1.15 .424 .47 .328 .38 .754 .84 2.14 .36 .11 .12 .10 .26 8.06 206 Water Powers of Alabama; Second Report. Monthly discharge of Tombighee River at Epes, Ala. — Continued. [Drainage area, 8,830 square milesO Month. Discharge in second-feet. Maximum. Minimum. Mean. Bun-off. Sec.-feet per square mile. Depth in inches. January ... February . March April May June ™ July August . September October ... November December 1911 The year... January .... February .. March April May June July August September October .... November December The year... January February March ... April May June July August ... 1913 29,900 20,900 17,000 36,900 34,100 4,320 12,500 6,320 3,040 1,680 4,610 38,500 38,600 40,500 29,400 44,100 50,300 45.700 8,300 16,200 10,100 5,660 6,800 2,680 25,000 50,300 40,000 43,100 43,600 27,200 28,000 6,220 4,890 3,040 2,840 3,720 3,400 4,980 2,420 1,060 1,600 2,080 770 655 895 1,840 655 11,200 8,800 26,600 41,700 4,610 2,420 3,040 2,240 1,460 1,630 1,840 1,920 1,460 18,000 16,100 27,600 4,890 3,040 1,530 1,530 1,100 13,000 11,200 7,510 28,000 8,370 1,810 6,510 4,060 1,420 966 2,110 21,100 8,740 29,200 19,200 36,900 46,600 24,200 4,650 9,500 4,860 3,080 3,210 2,180 14,900 16,600 27,700 33,800 38,600 16,000 8,460 3,210 2,300 1,640 1.47 1.27 .851 8.17 .948 .205 .624 .460 .161 .109 .239 2.39 .990 3.31 2.17 4.07 5.28 2.74 .527 1.P8 .660 .349 .364 .247 1.69 1.87 3.14 3.83 4.37 1.70 .957 .364 .260 .174 1.70 1.32 .98 3.64 1.09 .23 .72 .63 .18 .13 .27 2.76 13.46 3.82 2.34 4.69 6.89 3.16 .69 1.24 .63 .39 .42 .28 1.95 25.40 3.62 3.99 6.04 1.90 1.10 .41 .30 .20 Digitized by Microsoft® Black Warrior River Near Cordova, Ala. 207 BLACK WARRIOR RIVER NBAR CORDOVA, ALA. Location. — At the Kansas City, Memphis & Birmingham Rail- road bridge, 1 mile east of Cordova and just below the mouth of Cane Creek, 12 miles below junction of. Mulberry and Sipsey forks, and 6 miles below the mouth of Blackwater Creek. Records available.— May 31, 1900, to December 31, 1912. Drainage area. — 1,900 square miles. Gage. — Staff gage in three sections, the lower one being a sloping timber bolted to bedrock, graduated from — 0.6 to 10.0 feet; the other two sections are vertical timbers. All the sections are on the right bank near the railroad bridge. The datum of the gage has not been changed, but several gages at slightly different sites have been used. Channel. — ^The bed is rocky with a fair current except at low stages ; at high stages the left bank overflows under the bridge. Discharge measurements. — Made from the railroad bridge. Some of the low-water measurements have been made by wading or from a boat at other sections near by. Accuracy. — The minimum flow is especially low per square mile of drainage area, and the rating at this stage is subject to consider- able change. Cooperation. — Gage heights furnished by the United States Engi- neer Corps. Discharge measurements of Black Warrior River near Cordova, Ala. Date. 1900 May 21 1901 January 8 February 18 . March 12 ...... April 17 June 20 „ October 26 .... 1902 January 17 .. April 4 September 22 October 14 1903 March 6 March 13 May 19 __ June 15 July 17 August 27 August 29 September 25 . 1904 January 16 Gage height. Feet. 0.10 1.30 2.40 9.45 1.70 .00 .40 .80 6.80 1.10 .60 Dis- charge. Sec.-feet. 747 1,781 2,863 13,279 2,024 644 385 1,384 7,162 74 834 13.90 6.90 4.34 .50 .30 .48 .65 .90 ( 1,9250 9,486 5,169 1,036 306 208 142 78 Date. February 24 March 23 .... May 25 August 10 .... October 26 .. October 26 .. 1905 January 26 .... January 27 .... February 14 .. February 14 .. February 18 .. June 14 August 9 September 27 1906 April 20 April 27 June 22 June 23 1908 October 2 December 26 1911 Gage height. Feet. 2.65 .50 .49 1.00 1.00 1.90 1.25 8.75 8.65 4.70 .27 .46 .26 1.05 0.71 0.28 0.83 0.9 3.7 0.25 0.25 Dis- charge. Scc.-feet. 786 3,086 171 1,011 25 24 2,389 1,616 10,850 10,830 6,700 389 252 336 1,440 1,080 333 264 95 3,760 446 444 208 Water Powers of Alabwma; Second Report. Daily gage height, in feet, of Black Warrior River near Cordova, Ala. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Not. Dec, 1900. 1 0.6 2.8 5.3 7.1 7.6 7.6 6.5 7.3 6.5 4.5 3.2 3.0 4.6 8.6 9.8 8.0 8.2 7.2 13.4 10.0 6.1 6.6 IE. 2 32.9 33.8 31.3 22.1 23.9 22.4 16.5 8.1 5.2 7.1 6.5 5.3 4.6 3.5 2.1 2.5 2.7 1.0 .8 1.0 .8 .5 .4 .4 .3 .3 .2- .7 1.0 .8 .5 .9 .5 1.6 2.4 1.3 1.2 1.5 0.9 .5 .4 .2 .1 .0 .1 .2 .3 .3 .4 .5 .5 .5 .6 .6 .6 .6 .1 .0 .2 .3 .4 .8 1.7 .8 .2 .0 .1 .9 1.0 0.5 .2 .1 .0 - .1 - .2 - .3 - .4 - .5 - .5 - .6 -.6 - .7 - .6 1.6 .9 .6 .1 -:? -.2 - .3 - .3 - .4 - .4 - .6 -.6 ^ .6 - .7 - .7 -fl.8 - .8 -.9 -.» -1.0 -LO -1.1 + .2 .9 .9 .1 9.4 9.2 3.2 2.3 1.7 1.0 .6 .3 .2 .1 .0 1.0 .7 .5 .3 .2 .1 .0 - .1 - .1 -0.1 + .6 .< A .3 .8 .2 .2 .1 .0 - .1 - .2 - .2 - .3 - .9 - .3 - .4 + .3 .2 .1 .3 1.1 .8 .8 .9 6.1 4.9 3.6 2.8 1:9 1.4 LO .8 1.0 1.0 1.8 1.4 L2 1.0 .8 2 . . 4 7 8...... g 10 . ... 12 ' .7 .8 .8 .8 .6 .5 .4 .4 5 13 , 14 ... 15 16 19 % 20 0.1 .1 .1 1.6 1.5 1.0 .6 .7 .8 ■ .0 .9 1.5 3.0 2 9 23 6.0 4.0 8.1 2 5 27 2.1 1.8 1.7 2.8 29 1901. 1 3.7 3.1 2.8 2.6 2.3 2.0 1.7 1.5 1.3 2.6 19.9 32.5 29.85 17.85 9.25 6.8 6.6 4.3 3.8 3.1 2.8 2.6 2.4 2.6 5.4 5.0 3.8 4.2 3.8 3.6 4.2 4.0 3.6 4.5 17.6 18.0 9.1 5.6 5.2 7.1 8.1 6.2 5.4 4.8 4.2 3.8 3.3 2.9 2.6 2.2 2.0 1.8 1.6 1.3 1.4 1.2 1.2 1.1 1.0 1.0 1.6 2.3 1.9 1.6 1.8 1.6 1.3 1.5 17.6 20.5 10.8 6.2 5.3 4.2 3.5 2.8 2.2 1.9 2.4 6.0 4.2 3.5 3.5 4.96 11.2 6.9 5.3 4.6 4.0 6.2 5.4 9.2 14.5 10.9 7.0 5.8 4.9 4.2 3.5 2.8 2.3 2.1 1.8 2.6 2.8 2.3 1.8 2.2 9.4 16.1 11.5 6.8 6.4 4.6 3.6 3.0 2.6 2.2 2.0 1.9 1.7 1.5 1.3 1.1 1.0 .8 .7 .6 .5 .4 .3 .4 .6 3.1 1.8 1.3 .9 .7 .9 1.8 6.8 7.3 5.6 3.6 2.8 2.1 1.6 1.3 1.1 1.0 1.1) 1.6 4.5 2.8 2.1 2.0 2.6 2.7 2.0 1.5 1.1 2.2 1.5 1.1 1.0 .9 .7 .6 .5 .3 .2 .0 - .1 - .2 - .3 - .3 - .3 ~ .4 - .4 - .4 - .5 + .1 .3 .1 .0 - .2 - .2 - .3 - .3 - .4 - .5 - .6 - .6 - .6 - .7 - .7 - .7 - .6 .0 +1.1 2.8 1.6 .5 .0 - .2 - .3 - .4 - .5 - .6 - .5 - .66 - .6 - .6 - .6 - .65 - .65 - .7 - .7 - .7 - .66 - .6 - .6 - .6 - .3 + .4 .1 S.O 12.1 6.8 10.8 8.7 8.6 11.2 7.3 5.2 4.0 2.8 2.0 1.5 1.4 1.2 1.0 .7 .6 .4 .2 .1 .0 - .1 - .2 - .3 - .4 - .5 - .3 - .3 + .5 .7 .5 3.8 5.0. 3.5 1.8 1.1 .8 .5 .4 .3 .2 .1 .1 1.0 2.3 1.2 .8 .6 .4 .3 .2 .1 .9 - .1 - .2 - .2 - .2 .0 +1.1 .6 .3 .1 .0 - 1 - .2 - .2 - .3 - .3 - 4 - 4 :- .4 - .4 - .4 - 5 ^ .5 - 5 - .4 - .5 - .6 - .4 - .4 - .4 - .3 - .3 - .4 - .4 - .4 - .3 - .3 - .3 - .3 - .4 - .4 - .4 - ,2 .0 - 1 ~ '.0 - 1 - .2 - .2 - .1 - 1 - .2 - 2 2 3_ 1 .0 .1 .1 .1 .1 .1 .7 L2 1.0 .8 6.2 2.4 1.52 8.1 5.3 3.6 2.6 2.0 1.5 1.5 2.0 2.5 2.1 2.6 6;o 18.6 22.0 13.6 11 15 16 17 18 20 21 22 24 , 25 26 27 28 29 31 1902. 8.8 6.5 ' 5.0 4.2 3.7 3.0 2.6 2.4 2.2 2.0 1.8 1.6 1.4 1.2 1.1 ■1.0 1.0 .9 1.7 3.0. 3.5 6.7 6.0 4.8 4.3 3.9 5.0 .12.0 10.8 8.3 11.0 14.6 18.1 15.4 10.5 8.0 6.2 6.2 4.4 3.8 3.3 2.8 2.5 2.3 2.2 5.3 7.6 6.6 4.7 4.2 3.7 3.4 3-3 3.0 2.7 3.2 4.0 4.0 22.6 15.0 8.6 6.5 8.8 11.5 8.4 6.7 6.1 6.7 4.9 4.3 4.1 3.8 3.5 3.8 7.1 5.3 4.1 3:8 3.6 3.6 3.1 2,7 3.6 3.3 8.1 m 91. B 18.1 9.2 6.5 5.7 5.4 4.3 6.75 8.9 8.1 6.4 50 4.2 3.8 3.5 3.2 2.8 2.3 2.0 1.7 1.6 1.4 1.2 1.1 1.0 9 .8 0.8 .0 .5 .3 .2 1 .0 .6 .1 .0 - .2 7- .2 - .2 .1 .2 .5 .3 .i -i - .3 - .4 T -5 - .5 - .7 -0.6 - 7 - 7 - .7 - 7 - .7 - 7 -0.9 - .9 - .9 - .9 - 9 - .9 -1.0 -1.0 -1.0 -1.0 -1.0 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.0 -1.0 - .9 - .9 - 9 - .9 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 .0 -..1- - 1 - 3 - .5 - .8 -1.0 -1.0 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.0 -1.0 -1.0 -1.0 -1.1 - .6 - ,7 -0.8 - 8 - .7 - .6 - 7 - .8 - 9 -1.0 -1.0 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -1.1 -Ul -1.0 -1.0 -J.l -1.1 - .8 -0.4 - 2 - 1 - 4 - 6 - 6 - .7 - 7 - 7 - 7 + .6 2.9 1.4 6 .6 .2 - .2 - 3 - .4 - .6 - .6 - .6 - .6 - .7 - .8 - .8 - .8 - ,8 - ■« - .8 - .8 -0.8 - 8 - .8 - 8 - 8 - 7 - .6 4 - 4 - .6 - .6 - .7 - .7 - .7 - 7 - 7 - .7 - .6 - .5 - 6 - .5 - .5 - .6 - .5 - .2 8.0 3.4 l.A .8 .6 0.7 2.8 7.2 7.0 3.6 3.8 3.2 2.4 1.8 1.3 1.0 .8 7 .6 .5 6.5 11.3 6.3 4..4 3.2 3.7 5.8 4.4 3.6 2.7 2.4 1.8 1.6 2.4 2.6 2.7 3 '.'.'.'.'... '.'.'.'".'. 4 f) 6 7 M 9 ■. Lt_ 8 8 8 8 8 8 9 9 9 9 9 9 4 2 6 7 7 7 11 12 17 20 21 m 23 21 . .. . 2.=> 2li 28 29 /fid - .8 30 31 ' Black Warrior River Near Cordova, Ala. 209 Mean daily gage height, in feet, of Black Warrior River near Cordova, Ala. — Continued. Day Jan. Feb. Mar. Apr. May June July Aug. Sept Oct. Nov. Dec. 1903 1 2. 8 — -.... 6 — 7 2.30 2.40 7.80 8.20 6.00 4.90 3.80 3.00 2.60 2.40 3.90 10.00 7.80 6.60 4.60 3.60 2.60 2.80 2.40 1.80 1.70 1.80 1.60 1.40 . 1.40 1.40 1.30 1.90 3.60 3.40 2.80 —0.4 — .4 — .6 — .5 — .5 — .5 — .5 — .4 — .4 — .5 — .6 — .5 — .6 — .6 — .6 — .5 — .3 — .3 — .2 — .2 — .2 1.3 2.9 2.0 1.6 .6 .3 .1 .1 .0 .0 2.30 3.40 3.30 9.00 15.80 10.00 8.70 26.10 25.40 16.10 21.20 25.30 18.00 9.00 11.10 14.30 29.60 27.30 17.80 10.60 7.90 6.40 6.00 4.50 3.70 3.30 3.00 21.90 27.60 21.60 13.60 7.20 6.20 13.70 11.40 10.10 16.70 11.90 10.20 8.20 6.70 8.60 8.60 6.90 6.90 6.30 4.60 4.00 3.40 3.00 3.00 2.90 2.70 2.30 2.00 1.80 1.70 2.30 2.90 0.0 .0 .0 .0 .0 .0 3.2 6.4 3.5 2.3 2.0 2.0 2.4 5.6 6.8 4.6 3.2 2.6 2.2 1.4 .5 .3 .3 6.5 6.6 4.1 6.6 W^^ 4.3 2.8 3.70 3.30 2.70 2.30 2.30 2.30 1.90 2.00 10.00 6.40 4.00 3.40 5.60 12.20 8.00 6.80 4.60 3.90 2.90 3.20 6.80 4.50 3.40 3.00 2.60 2.00 1.70 1.60 1.40 1.00 0.80 .70 .70 .70 .70 .60 .60 .60 .60 .50 .60 .60 .80 6.60 20.10 19.40 11.20 6.80 4.90 3.80 2.80 2.40 1.80 1.50 1.30 1.00 .80 .60 .50 .40 .80 —0.5 — .6 — .5 — .4 — .4 — .6 — .5 .3 .4 .6 .6 .4 .2 .0 — .1 — .2 — .2 — .3 — .4 — .6 — .6 — .6 — .6 — .6 — .6 — .6 m — .6 1.3 2.80 3.80 2.50 1.60 1.80 4.70 3.80 2.60 2.00 2.40 2.00 2.00 1.40 .90 .60 .60 .30 .20 .10 .00 .00 .00 .20 .70 .60 .40 .30 .20 .20 .10 —0.10 — .20 — .20 — .30 .00 — .10 — .20 .00 — .10 — .20 .00 — .10 — .10 — .20 — .30 — .30 — .30 — .40 — .40 — .40 — .40 — .60 — .60 — .60 — .60 — .60 — .60 — .60 — .60 — .60 — .20 1.8 .2 — .3 — .1 — .3 — .3 .2 — .1 — .3 — .4 — .2 .3 2.7 .6 — .1 — .4 — .3 — .6 — .3 — .6 — .4 — .4 — .5 — .4 — .3 — .3 — .4 sp/fC — .6 — .6 0.00 .00 .60 .30 .10 — .10 — .20 — .20 — .20 — .30 — .30 — .30 — .30 — .40 — .40 — .30 — .30 — .40 — .40 — .60 — .60 — .60 — .60 — .60 — .60 — .60 — .60 — .60 — .70 — .70 — .70 —0.6 — .3 .6 .4 .4 .6 .6 1.2 1.0 .9 1.1 1.1 1.2 .8 .3 .1 .1 .0 — .1 — .2 — .2 — .3 — .4 — .6 — .6 — .7 — .7 '— .7 — .8 — .8 —0.70 — .70 — .70 — .70 — .70 — .70 — .70 — .70 -.80 — .80 — .80 — .80 — .80 — .80 — .80 — .80 — .80 — .90 — .90 — .90 — .90 — .90 — .90 — .90 — .90 — .90 — .90 — .90 — .90 — .90 —0.90 — .90 — .90 — .90 — .90 — .90 — .90 — .50 — .40 — .30 — .30 — .30 — .40 — .60 — .60 — .60 — .70 — .70 — .70 — .70 — .70 — .70 — .70 — .70 — .70 — .70 — .70 — .70 — .80 — .80 — .60 —1.0 —1.0 —1.0 —1.0 —1.0 —1.0 —1.0 —1.0 —1.0 —1.0 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 —0.40 — .40 — .40 — .40 — .40 — .50 — .60 — .60 — .60 — .60 — .60 — .40 — .40 — .60 — .60 -.60 — .60 — .60 — .60 — .50 — .60 — .60 — .60 — .60 — .60 — .50 — .50 — .50 — .60 — .60 —0.60 — .60 — .60 — .60 — .60 — .60 — .60 8 — .60 9 — 10 — .60 — .60 11 — .60 12 18 — .60 — .60 14 -... 16 — .60 — .50 16 — .60 17 — .60 18 — .60 19 — .50 20 — .50 21 — .20 22 .60 23 .10 24 .10 25 _ 26 — .30 — .40 27 — .30 28 — .30 29 — .40 30 — — .40 — .40 1904 1 _ —0.1 .0 .1 .0 — .1 — .1 — .1 .3 .1 .4 .7 .6 .4 .4 .3 .2 .1 .1 .0 .0 .3 .3 .4 .3 .3 .2 .1 .1 .0 2.6 2.4 3.2 3.1 2.8 2.4 3.7 5.2 7.2 4.3 4.0 3.2 2.6 2.1 1.6 1.5 1.2 1.1 1.0 1.0 1.0 1.1 1.5 1.4 — .1 — .1 — is 1.2 .4 — .1 — .6 — .4 — .3 — .2 — .1 — .3 — .4 — .6 — .5 — .6 — .5 — .5 — .5 — .6 — .6 — .6 — .6 — .7 — .7 — .8 — .8 — .6 — .5 — .6 Wcfc 2^6 —0.8 — .8 — .8 — .5 — .5 — .6 — .7 — .8 — .8 — .8 — .8 — .8 — .8 — .8 — .8 — .8 — .8 — .8 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 — .9 —1.0 —1.0 —0.9 — .9 — .9 — .3 .1 — .3 — .3 — .4 — .4 — .6 — .6 — .5 — .5 — .5 — .6 — .6 — .6 — .6 — .6 — .6 — .6 — .6 — .1 .1 .1 .0 .0 — .1 — .1 0.8 2 .9 3 1.3 4 2.2 6 3.8 « 7 6.5 2.7 8 1.3 9 1.1 10 1.2 11 .9 12 .7 13 .4 14 .2 15 .1 16 .„•. .0 17 18 — .1 — .1 19 20 .0 .0 21 — .1 22 — .1 23 — .2 24 — .2 25 — .2 26 .0 27 _... 28 29 .2 12.4 6.5 30 31 — .1 3.8 2.4 210 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Black Warrior River near Cordova, Ala. Continued. Feb. I Mar. I Day Jan. Apr. I May )june. July) Aug. JSept Oct Nov. 1906 1906 31 1.7 1.5 1.3 .9 .3 .4 l.B 1.6 1.3 1.6 3.6 14.9 19.3 12.9 6.4 6.0 4.4 3.2 2.6 2.7 3.3 2.9 2.3 2.1 2.0 1.6 1.3 1.2 1.2 3.6 6.1 a4 ao &9 HO 11.0 as 5.3 46 4.6 13 40 46 5l6 48 as az ao 2.8 2.65 2.9 18 5 34 2- 27.9 14 6 9.4 &2 5.1 42 ae ao 4.2 3.6 3.1 2.7 2.9 14.3 14.2 13.9 28.9 30.0 20.0 12.0 10.0 8.8 7.0 6.8 6.0 4.8 4.3 6.8 26. S 22.8 13.2 9.1 6.9 6.6 4.6 4.0 2. .7 2.4 2.1 1.85 L6 1.5 1.4 1.3 1.2 1.15 1.0 .9 .9 1.0 LOS 1.0 1.0 .85 .7 .6 1.3 2.0 2.0 1.9 41 a2 2,5 2.6 3.5 3.1 2.7 2.6 2.2 2.0 1.9 1.8 2.2 16.4 10.0 6.8 6.2 4.2 3.4 2.9 2.5 2.3 2.1 2.4 4.6 6.6 4.5 3.8 3.3 2.9 2.6 2.2 2.0 1.8 1.6 1.9 1.6 80 14 6 &7 &8 ■a? 44 as as 2.6 2.15 2.1 2.0 22.0 240 14 3 &5 1&5 22.7 15 2 80 7.6 6.0 52 40 5.0 24 5 19.5 21.1 21.5 1.3 1.2 1.1 1.0 1.2 1.3 1.4 1.3 1.1 1.0 .7 .6 .6 1.1 l.S 1.0 .8 1.6 3.6 3.5 2.6 4.3 142 9.8 .7.2 56 4 3 as a4 ai .2.9 2.85 2.8 2.5 2.3 2.1 2.1' 1.9 l.S 1.6S 1.4 1.2 1.0 1.2 1.5 1.2 1.0 0.85 .7 .5 .5 .45 6.3 4.0 3.2 2.7 2.3 1.9 3.8 7.7 6.3 3.9 3.1 2.4 2.9 2.6 1.8 2.3 2.6 1.8 1.3 1.0 1.0 2.2 3.7 3.9 3.0 9.6 4.1 2.6 1.9 1.4 0.4 .45 .4 .8 2.4 2.2 2.0 L6 1.1 .3 .25 .2 .1 .0 .0 .05 - .1 .0 + .2 .4 .5 .8 42 ao ai 2.6 2.2 1.7 Digiiued by Micmsof l ® 1.1 .8 .6 .4 .3 .1 .1 .0 .0 .0 .0 - .1 - .2 - .3 3.3 1.1 .8 .65 .9 :? .5 .4 .4 .35 .3 .2 .15 .2 .4 .2 ■ 1 .0 .25 .3 .4 .4 .55 .5 .4 .5 .6 .9 2.4 2.0 1.8 1.6 1.2 1.0 .8 .6 .4 .2 1.3 .7 .6 — .8 .3 .4 — .6 .7 .8 .8 — .8 + .4 + .9 + .6 + .2 — .2 .0 .4 .6 .6 - .6 .65 i65 .65 .65 .6 .6 - .5 .4 .5 .6 +a7 6.0 46 2.6 9.8 6.7 ao a2 2.0 1.6 a2 2.3 1.5 1.0 .6 .0 1.5 1.1 +0.2 .0 — .1 — .2 .4 .4 .6 .8 .4 — .2 2.5 1.0 1.7 1.1 1.8 2.3 3.0 1.6 3.6 2.6 1.6 1.1 1.0 2.6 7.5 4.0 2.0 1.3 1.0 1.0 a6 .45 .'2 .1 ,1 .0 .0 .1 - .1 -.1 - .2 ai a4 ae a9 2.8 1.7 1.1 .4 .2 .1 .1 .0 - .1 - .1 .9 2..1 1.0 .4 0.8 1.8 7.0 8.2 4.0 2.3 2.6 1.0 .6 .6 1.0 1.6 1.0 ai 1.1 1.0 1.0 1.0 .9- .8 .6 .4 .3 .2 .5 .4 .0 .2 .3 .0 .1 .3 .4 1.8 1.2 .7 1.2 17.0 2a 5 0.4 .46 .6 — .65 .6 — .16 .0 — .16 — .3 — .46 .6 8.6 1.9 .0 .6 1.2 2.3 1.6 1.1 .8 .4 .4 .4 .7 1.0 1.8 .7 .7 .7 i7 110 17.0 12.0 9.4 6.1 &6 ia9 9.5 6.4 as 2.9 2.2 1.0 1.2 LO as .a2 2.1 1.5 1.2 1.0 .7 .5 .3 .3 .3 .2 .2 0.6 .6 .4 .4 .4 .4 .4 .3 .3 .4 1.6 1.6 1.3 1.0 .9 .7 .6 .6 .4 .6 .6 .4 .6 0.1 .0 .0 .0 .05 .05 .05 .05 .1 .1. .05 .05 .05 .0 .02 .05 .05 .5 a4 7.2 47 a2 2.8 2.« 1.5 1.2 1.1 1.0 Black Warrior River Near Cordova, Ala. 211 Dailv gaffe height, in feet, of Black Warrior Biver near Cordova, Ala.- Gontinued. Day. Jan. Feb. illar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1907. 1 14.5 8.8 6.3 5.2 4.4 3.8 3.1 2.5 2.0 2.2 2.1 2.0 1.8 . 1.6 1.5 1.4 1.4 1.4 1.4 1.3 1.6 2.4 1.8 1.7 1.0 1.5 1.4 1.3 1.2 1.1 1.2 3.7 T05 2.4 4.1 7.0 5.2 3.9 3.3 2.85 2.2 6.7 6.7 5.6 4.1 3.3 3.7 3.4 3.1 2.7 2.35 2.2 2.05 1.9 1.65 1.4 1.35 1.3 1.15 1.0 1.0 2.9 19.5 15.2 12.5 8.1 5.8 4.0 3.2 2.4 2.4 2.5 2.6 2.4 2.2' 1.9 1.7 1.6 1.4 1.4 1.5 1.4 1.2 1.0 .9 7.8 8.7 9.9 7.5 5.0 9.0 5.7 4.7 3.7 4.6 4.4 3.7 3.0 5.S 12.3 9.8 8.6 14.0 2i.S 24.3 16.5 9.2 12.5 16.2 9.2 7.0 6.0 5.0 4.0 .4.9 5.8 5.0 4.2 9.3 19.3 21.3 13.2 9.4 6.5 5.4 4.3 3.6 3.2 2.8 2.45 2.0 1.7 3.0 3.7 3.2 .2.8 2 3 2.0 1.8 1.6 1.4 1.3 1.2 1.0 .85 .8- .8 7 .7 3.7 3.1 3.6 16.5 12.8 9.2 7.3 " 5.8 4.4 3.75 3.1 3.9 3.55 3.0 2.75 2.6 2.4 2.15 1.9 2.6 12.0 8.5 12.0 20.8 24.5 16.8 9.4 0.8 5.6 4.8 4.0 0.7 .65 .6 .6 .55 1.5 1.8 2.1 1.7 1.4 1.2 1.0 .8 .6 .5 .45 1.4 1.3 1.2 1.05 1.0 1.0 1.3 2.0 1.7 1.4 1.2 1.2 2.5 2.8 3.3 2.75 2.3 1.95 1.75 4.2 8.6 5.8 3.5 2.8 2.0 1.75 1.5 1.3 1.2 2.3 2.6 2.0 1.8 2.0 2.5 2.15 1.85 1.5 4.2 6.0 4.8 3.5 2 45 2.15 4.0 2.8 2.2 2.6 2.4 3.1 5.6 9.9 10.9 8.1 9.4 9.6 6.0 4.5 12.6 15.1 8.8 5.8 4.4 3.5 2.6 2.1 1.8 1.6 1.1 .9 3.4 3.0 2.4 2.0 2.9 2.0 1.6 1.3 1.0 2.35 19.4 21.5 13.3 7.5 4.9 3.9 2.9 2.45 1.9 1.8 6.5 6.4 0.0 10.1 8.8 5.8 4.4 3.05 2.7 1.75 85 4.2 4.3 2.2 3.8 5.1 7.2 5.8 4.2 3.4 2.6 2.1 1.6 1.2 1.1 1.0 .9 .8 .7 .6 .5 ■ .5 .5 ■■ .4 .2 .1 .1 .1 .05 .2 1.6 1.1 .8 .5 .3 .2 2.7 1.85 L.65 1.85 2.7 3.1 2.1 1.65 1.2 .85 1.0 1.0 .9 7 1.6 2.15 1.5 .85 .55 3 .0 - 1 - 1 3 5 3 .0 - 1 - 15 - 2 0.1 .1 1.7 .1.0 .5 .2 .1 .0 - .2 - .25 -.3 - .35 1.3 2.0 1.7 1.0 • .5 :i .1 .1 .4 .25 .1 .0 - .2 - .3 - .4 - .3 - .25 - .3 - .3 - .4 -,45 "- .2 .0 .2 .1 .0 1.1 .6 .2 .05 .05 - 1 - .2 - .3 -- .2 -.3 - 15 .0 .85 .5 2 1 .0 3 5 4 2 .0 - .1 -0.35 - .4 - .35 - .45 - .55 - .6- - .65 —.7-:. - .7 - .55 - .65 - .7 - .75 - .7 - .65 .0 - .2 - .3 - .4 - .5 - .6 - .65 - .7 - .75 - .86 - .9 - .9 - .95 -1.0 - .8 - .7 .2 - .3 - .1 - .2 - .25 - .3 - 4 - .45 - .2 - .3 - .35 - .4 - .45 - .5 - .55 - .6 - 7 - .5 - .6 ^ .7 - .8 - .4 2 .8 .3 5 1.0 3 - 3 - 1 - 5 -0.75 - .75 - .8 - .85 - .7 - .3 - .0 -J .6 .6 .75 .9 .0 - .3 - .4 - .4 --.4 - .5 - .6 — .7 - .75 .6 .9 .2 .0 .0 .1 - .1 - .2 - .6 - .7 - .7 - .75 - .65 -.55 - .65 - .7 - .75 - .8 - .85 - .9 - .9 - .9 - .9 - 9 - .95 - .95 - 95 - .95 - .95 - .95 - 95 - .95 —1.0 -1.0 -1.0 -1.0 - 9 - 9 -0.3 - .4 - .4 - .4 - .1 .8 .4 .45 .45 .4 ■} - .3 - .4 - .5 - ..56 - .55 - .55 - .6 - .6 - .6 - .65 - ;65 - .65 - .65 - .7 - .7 - .65 - .7 - .7 - .7 - .9 - .9 - .9 - .9 - .9 - 9 - 9 - 9 - .8 - .8 - 7 - .7 - 7 - .75 - 75 - 75 - .8 - .8 - .8 - .8 - .8 - .8 - .85 - .85 - .85 - 85 - 85 - .85 - 85 - .86 - .85 -0.7 - .65 - .65 - .55 - .45 - .35 - .3 - .3 - .3 - .3 - .25 - .25 - .2 - .2 - .25 - .25 - .25 - .2 .0 .1 .5 1.05 1.45 2.45 1.8 1.3 .9 .6 .5 .56 - .9 - .9 - .4 - .2 - .2 - .3 - 6 - 6 - .66 - 65 - .65 - 75 - .75 - 2 - 3 - .4 0.45 2 .3 3 .2 4 .1 5 ,. .0 C - .1 7 - .2 8 - .2 9 - .1 10 11 12 1.3 1.9 1 5 13 14 1.0 1.3 15 1.76 16 1.75 1.3 18 1.05 1.0 20 .8 21 .6 .5 23 1.6 4.0 25 3.0 26 2.0 1.55 28 1.3 1.9 30 2.1 3.9 1908. 1 - .4 .0 3 - .1 4 - .2 5 ..V... fi - .3 - .2 17.0 8 17.5 6.0 10 2.3 11 1.8 1.5 13 14 1.0 8 15...'. 7 16 .6 .6 18 ,4 .4 20 .3 21 .3 22 6.1 23; 24 25 13.2 8.6 6.2 26..., 27 28.- 4.1 2.9 2.1 1.8 30 1.5 31 1.3 Digitized by Microsoft® 212 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Black Warrior River near Cordova, Ala. Continued. Day. I..- 2.. 3.. 4.. S.. 6.. 7.. 10 11 12 13 14 4'5 IC 17. ... IS 19 20. ... . 21 22 23 24 25 26.. 27.. 28.. 29.. 30. 31.. 9.. 10.. 11.. 12.. 13.. 14.. 15:. Hi.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. 26.. 27.. 28.. Jan. .7 .5 4.0 9.3 7.8 4.8 3.8S 2.9 . 2.4 2,1 1.85 1.7 S.Z 7.2 10.5 S.5 6.5 4.6 3.8 3.2 2.9 2.65 2.3 l.So l.G 1.4 1.25 1.05 .95 0.85 .75 .7 .6 .6 1.5 2.5 2.5 1.6 12.8 14.5 10.3 8.1 17.3 - 21.5 22.0 17.1 13.6 10.4 8.3 7.2 6.1 14.0 18.3 21.0 16. C 11.2 8.5 -0.1 1 0.6 - .1 .5 - .1 .45 - .15 .45 - .16 .4 .6 .4 11.1 ,4 8.5 .35 4.8 .35 3.75 .35 3.0' .3 2.3 .4 1.7 .8 1.3 .5 1.0 .4 .8 .3 .7 .6 .6 13.4 1.2 11.5 .8 6.8 2.5 5.0 5.0 5.6 3.7 4.9 2.8 4.4 2.2 4.3 1.7 4.0 1.6 3.S 1.3 6.5 1.1 .9 75 6.2 5.4 6.2 6.0 6.2 4.6 5.3 7.0 17.5 19.6 16.3 15.4 29.0 41.5 41.0 34.6 28.0 20.5 13.5 8.1 13.0 14.2 9.1 7.8 6.5 6.5 4.8 4.3 3.7 3.2 2.8 9.8 9.6 10.0 6.6 4.9 4.1 3.3 2.7 2.2 1.8 3.4 3.1 2.2 1.9 1.5 1.3 1.1 1.0 .7 .6 .55 .6 .45 .4 .35 .3 .25 .2 15 Apr. 2.5 2.25 2.0 1.8 1.6 1.5 2.5 5.8 7.0 3.8 2.9 2.4 3.0 9.5 7.6 4 9 4.0 3.3 2.8 2.4 2.1 2.0 2.8 14.5 8.9 11.0 10.9 10.0 7.9 6.1 0.1 .06 .05 .0 .05 .3 .2 .15 .1 .05 .05 .0 .0 .0 - .05 .0 1.3 2.0 1.6 1.0 ,7 .5 .4 .3 May. 9.2 6.5 S.3 3.9 2.9 2.0 2.4 1.8 1.5 1.3 1.15 1.05 1.8 2.0 1.9 2.5 1.4 1.9 1.6 2.6 2.5 1.9 1.7 1.5 1.0 -0.1. - .15 .2 .6 .3 .05 - .1 .2 .7" .35 .15 .0 - .1 - .2 - .25 .4 .0 - .1 .5 7.2 8.6 6.1 6.6 8.0 4.7 3.0 2.1 1.6 1.0 June. 1.8 4.G 5.3 21.5 21.0 12.6 8.0 5.7 3.7 8.2 6.5 6.3 4.7. 4.5 5.0 4.8 3.8 3.1 2.4 1.8 2.2 21.0 19.5 13.6 8.0 6.2 5.7 6.3 4.8 4.4 07 .6 .3 .2 .1 .8 1.5 .9 .35 1.6 7.8 4.3 3.8 3.2 2.6 2.0 1.5 i.l .7 .4 2.7 3.6 3.6 2.0 1.3 1.6 1.2 1.6 1.9 2.6 July. 3.8 3.0 2.3 1.9 1.5 1.1 .8 1.0 1.5 2.0 1.5 1.1 .9 .7 .6 .6 .5 .8 .7 .6 .5 .45 .4 .4 .3 _ 2 !l .0 .0 .7 1.6 3.8 5.9 5^3 6.1 6.2 6.9 10. S 9.8 7.3 6.4 5.3 4.1 3.15 3.6 2.1 2.8 3.3 4.2 3.7 3.1 2.8 1.7 .7 1.4 1.0 .7 .7 4 1.3 Aug. 2.0 1.4 1.9 2.16 1.8 1.9 2.1 2.1 1.4 .9 .7 .5 .3 .2 .1 .05 .06 .0 - . I - .15 - .2 - .25 - .3 - .3 .36 .35 1.1 .8 .5 .5 3.8 5.3 2.6 2.1 1.3 .8 .7 .7 .6 .3 .0 Sept. ■0.35 ■ .35 - .4 - .4 -•^ - .45 -.5 - .65 - .55 - .6 .6 .65 - .65 .65 .7 .7 .7 .0 .4 .0 -.3 .4 - .45 - .5 ,55 -0.3 .0 .5 .0 - .1 - .2 - .2 - .4 - .95 - .«6 -1.0 -1.0 -1.0 -1.0 - .7 - .4 Oct. -0.6 • .6 ■ .6 ■ .6 - .66 . .65 . .65 . 7 .^7 ■ 75 ■ .76 ■ .75 ■ 75 ■ 75 .1 . .1 ■ .2 . .3 - 4 ■ .5 . 1 - .3 - .5 - .5 - .5. - .55 - .65 - .6 - .65 - .7 - .7 -0.5 - .5 - .6 - .6 - .7 1.1 .5 .6 .4 .3 1.5 2.4 2.3 1.0 .7 ■ .0 - .2 - .4 - .6- - .5 Nov. -0.7 - .7 - 7 - 7 - 75 - 75 - .75 - .75 - .75 - 75 - 75 - .75 - .76 - .76 - 75 - 7 - .1 - 3 - .4 - .6 - 5 - .55 - .1 - .2 - .3 - .35 - 4 - .4 - .45 - .45 -0.5 - .6 - .6 - .5 - .6 - .6 - .6 - .7 - .7 - .7 - .7 - .7 - .7 - .7 - .7 - .7 - .7 - .7 - .7 - .5 - .5 - .5 Dec. •0.5 ■ .26 . .35 . .45 ■ .5 .2 I.l 2.0 2.0 1.2 1.4 .0 • .4 .0 5 3 .1 » .0 . 1 4 45 .2 .0 .0 .06 .06 .06 -o.e - .5 .4 3.5 6.8 Z.7 1.1 .7 .5 .4 .3 .3 .2 .1 .a - .1 - .a - .2: - .a - .3 - .3 .a .6 .5 .4 Digitized by Microsoft® Black Warrior River Near Cordova, Ala. 213 Daily gage height, in feet, of Black Warrior River near Cordova, Ala- Gontinued. J>»y. Jan. Feb. Mar. Apr. May. Jane. July. Aug. Sept. Oct. Nov. Dec. 1911. 1... .- a4 18.0 sao 24.6 lao 6.0 4.0 3.0 2.6 2.0 2.0 1.8 1.6 1.4 1.4 1.4 1.3 1.3. i.o; 1.0 .8 .7 .6 .4 1.2 1.9 1'.8 1.7 1.6 L6 1.S 1.3 1.1 .9 LI 1.4 1.6 3.6 4.2 7.8 14.8 11.6 a7 6.1 6.1 6.8 4.9 4.1 3.6 2.9 3.8 3.8 3.0 2.6 2.3 2.1 2.0 2.6 8.7 7.9 7.0 8.2 4.9 40 3.6 3.0 2.2 1.7 L4 1.4 1.3 1.1 LO 1.0 .9 .8 .8 .7 .6 .6 .6 .6 .6 .6 1.1 2.6 3.0 2.6 2.2 1.7 L6 1.2 1.0 .8 22.0 !!8.5 16.8 12.6 22.0 zao 12.0 8.7 &.8 6.6 6.0 6.3 6.0 4.2 3.7 17.1 13.2 &0 6.1 4.0 '3.2 2.4 2.1 2.8 2.8 2.7 2.6 3.4 3.0 2.6 2.0 1.6 1.2 .8 .7 .6 .4 .3 .3 .3 .2 .16 .16 .0 .0 .1 .6 1.3 3.1 ao Z* 1.6 .8 .6 .2 .0 - .1 -a 16. -.2 -.25 - .3 - .3 -'.36 -.4 -.46 -.6 - .6 -.6 - .66 - .6 - .65 -.7 -.7 -.7 -.7 - .7 -.6 - .6 -.6 -.6 .8 .4 .9 1.5 1.1 .9 A - .2 - .3 - .4 - .6 -.6 .3 .0 -.2 .0 .6 .4 .4 1.9 1.1 .8 .6 .4 .2 .1 .3 .6 LI .9 .6 .3 .0 -.1 - .2 -.3 - .3 -a 2 .2 .9 L8 .6 .3 .1 .3 .6 .2 .1 .0 -.2 .0 .2 .6 .7 L2 L6 LI .7 .3 .0 -.2 - .25 - .3 - .36 r:J - .6 - .6 -0.6 - .6 -.6 -.65 -.7 -.7 - .7 -.7 -.6 -.6 - .6 .1 .0 -.2 - .3 -.4 -.6 -.55 -.6 -.6 - .6' -.65 -.7 - .75 -.8 -.85 -.9 -.9 -.9 -.9 -a 95 -.95 -.96 -LO -LO -LO -LO -LO -LO -LO -LO -LO -LO -LO -LO -LO -.6 3.0 LI LO .9 .7 .6 .2 .1 .1 .0 .0 -.1 -.3 - .6 -0.9 -LO -LO -LO -LO -LO -LO -LO - .9 - .6 -.5 -.2 - .2 -.3 -.4 - .6 -.6 - .4 - .4 - .4 -.4 -.5 -.6 - .2 -.1 -^.2 -.2 .7 .8 .8 - -0.2 2 3 4 5.^ — 3 6 — 3 7 3 g B 10...- _ .4 11 12 - .3 IS 14 16 10:3 16 13.3 17 1L4 18 6.6 19. 20. 6.4 4.6 21 6.4 22 7.4 23 14.0 St ; .... 13,0 2S 8.( 28 9.4 27 20 2 28 2as 29 12.6 ID 7.9 31 14.0 1912 1 2 18.0 13.0 8.7 7.3 3.1 4.7 3.8 3.7 13.5 13.8 8.6 6.5 6.2 4.2 3.6 3.2 2.6 1.5 2.3 4.5 3.7 3.0 2.4 2.3 2.7 2.6 1.7 l.S 11.0 19.3 13.0 .9.5 6.6 5.1 4,2 3.5 2.8 2.7 2.0 2.C 2.0 1.8 1.6 1.6 1.7 5.0 5.6 4.9 4.3 3.6 3.6 9.6 16.6 11.3 7.5 8.7 19.0 19.5 13.0 8.7 6.6 6.0 4.5 5.5 5.0 8.0 8.5 7.0 9.0 9.8 8.0 7.5 7.4 6.1 12.0 24.0 16.0 10.0 7.0 5.7 5.0 4.0 4.0 11.0 18.0 n.o 8.0 6.0 22.0 27.0 19.0 19.6 18.7 13.6 9.5 7.2 5.7 5.0 5.5 4.5 4.0 4.7 4.5 4.5 4.0 3,6. 9.0 24.0 28.0 18.0 10.6 8.0 7.0 23.0 24: 8.5 6.2 5.0. 13.5 13.5 10.0 9.0 6.0 5.0 4.6 3.5 3.0 5.0 5.5 4.5 3.5 3.0 2.5 3.5 2.0 1.6 1.5 1.6 1.6 .0 - .2 .6 .7 .0 .0 .0 .0 .0 .0 .0 .0 - .8 --0.3 - .2 - .8 - .4 - .8 - .4 .0 - .3 - .4 - .8 .0 .0 .0 .0 6.0 2.0 1.0 .8 .0 .0 i .0 .0 .0 .0 .0 .0 3.0 LO 1.5 1.5 \.o .8 .0 .0 6.0 4.5 4.4 4.5 3.6 2.0 2.0 l.'S LO LO .6 2.0 2.8 3.0 3.0 2.0 1.0 .5 .0 .0 .a .0 .0 .0 .0 iff fit) 0.0 .0 .0 .0 .0 .0 .0 .0 2.0 2.8 4.0 2.0 1.0 3.0 LO .6 LO LO .5 .0 .0 .0 :i LO .5 .6 .7 .3 .0 .0 0.0 .0 .0 .0 .0 .0 .0 .0- .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 - .5 - .3 .0 - .3 .0 .0 .0 .0 .0 .0 .0 .0 0.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ,8 .7 .6 .6 .4 .3 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .8 .7 .7 .6 .4 .4 .4 .4 .4 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0. .0 .0 o.o .0 .( 4 ; .i 5 LI 6 6.5 T 4. J 8 9 .... 10 2.6 2.0 11 1.0 12.. 1.^ 13 , 1.2 14.:.:.:::: LO 16 ..... 16 1.(1 17 LI 18 LC 19 l.i 20 1.1 21 L( 22 1.1 23 !.■ «:;:::::::::;:: 3. 25 a.. 26 2.2 27 2.( 28 2.^ 29 2.( 30 2.) 31 6.( uiyie uy IV 214 Water Powers of Alabama,; Second Report. Rating taUe lor Black Warrior River near Cordova, Ala., for 1900, 1901 and 1902. Dis- Gage Dis- Gage Dis- Gage Die- height. charge. 1 height charge. height. charge. height. chaige. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec-feet —1.0 95 2.2 2,662 5.4 7,252 19.0 27,380 — .8 160 2.4 2,868 6.6 7,648 20.0 28,860 — .6 260 2.6 3,118 6.8 7,844 21.0 30,340 — .4 384 2.8 3,404 6.0 8,140 22.0 31,820 — .2 518 3.0 3,700 7.0 9,620 23.0 33,300 .0 660 3.2 3,996 8.0 11,100 24.0 84,780 .2 810 3.4 4,292 9.0 12,680 25.0 36,260 .4 968 3.6 4,588 10.0 14.060 26.0 37.740 .6 1,134 3.8 4,884 11.0 15,540 27.0 39,220 .8 1,307 4.0 5,180 12.0 17,020 28.0 40,700 1.0 1,486 4.2 B,476 13.0 18,600 29.0 42,180 1.2 1,669 4.4 5,772 14.0 19,980 30.0 43,660 1.4 1,856 4.6 6,068 15.0 21,460 31.0 45,140 1.6 2,047 4.8 6,364 16.0 22,940 32.0 46,620 1.8 2,242 6.0 6,660 17.0 24,420 33.0 48,100 2.0 2,444 5.2 6,956 18.0 25,900 34.0 49,580 Rating table for Black Warrior River near Cordova, Ala., for 1903. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height height charge. height charge. height charge^ Feet Sec.-feet. Feet Sec-feet Feet Sec-feet. Feet Sec-feet —0.90 78 .20 660 2.20 2,360 6.40 6,800 — .85 89 .30 725 2.30 2,476 5.60 7,100 — .80 100 .40 800 2.40 2,690 . 5.80 7,400 — .75 112 .60 875 2.60 2,706 6.00 7,700 — .70 126 .60 9B0 2.60 2,820 8.00 10,700 — .65 142 .70 1,025 2.70 2,935 8.60 11,600 — .60 169 .80 1,100 2.80 3,050 9.00 12,200 — .66 178 .90 1,176 2.90 3,175 10.00 13,700 — .50 1(>8 1.00 1,260 3.00 3,300 ILOO 16,200 — .46 221 1.10 1,326 3.20 3,560 12.00 16,700 — .40 247 1.20 1,400 3.40 3,830 13.00 18,200 — .35 276 1.30 1,480 3.60 4,110 14.00 19,700 — .30 807 1.40 1,660 3.80 4,400 15.00 21,200 — .26 340 1.60 1,650 4.00 4,700 16.00 22,700 — .20 374 1.60 1,740 4.20 6,000 17.00 24,200 — .15 408 1.70 1,840 4.40 5,300 18.00 26,700 — .10 442 1.80 1,940 4.60 6,600 19.00 27,200 — .05 476 1.90 2,040 4.80 5,900 20.00 28,700 .00 510 2.00 2,140 6.00 6,200 21.00 30,200 .10 580 2.10 2,260 5.20 6,600 Rating table for Black Warrior River near Cordova, Ala., for 190 Jf. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height charge. height charge. height charge. height charge^ Feet. Sec.-feet. Feet Sec-feet Feet Sec-feet Feet Sec-feet —1.00 28 0.00 660 1.00 1.460 2.80 3,300 — .90 63 .10 646 1.20 1,630 3.00 3,640 — .80 80 .20 730 1.40 1,820 3.20 3.780 — .70 110 .30 820 1.60 2,010 3.40 4,030 — .60 146 .40 910 1.80 2,210 3.60 4.290 — .60 190 .50 1,000 2.00 2,410 3.80 4,660 — .40 250 .60 1,090 2.20 2,615 4.00 4.820 — .30 320 .70 1,180 2.40 2,830 6.00 6,230 — .20 400 .80 1,270 2.60 3,060 6.00 7,700 — .10 480 .90 1,860 The above table is based upon twenty-six discharsre measurements made durine; 1900- 1904. It is well defined between gage heights — 1.0 feet and 6.0 feet. The table has been extended beyond these limit?, being based or *;hree hij;h-water measurements. Above gage height 6 feet the rating cud:¥,!^^i^&<42ai^)&t^4i^i#^idid^?e'Hee being 150 per tenth. Black Warrior River Near Cordova, Ala. 216 station rating taMe for Blade Warrior River near Cordova, Ala., for 1905. Gage height. Discharge. heigll Discharge. Cage height. Discharge. Gaec height. Discharge . Feel. Second-feel. Feel, Second-feel} Feet. Second-ftel. Feel. Second-feel. -1.00 28 .90 1,360 2.70 3,175 5.00 6,080 - .90 53 1.00 1,450 2.80 3,290 5.20 6,340 - .80 80 1.10 1,540 2.90 3,405 5.40 6,600 - .70 no 1.20 1,630 3.00 3,525 5.60 6,870 - .60 145 1.30 1,725 3.10 3,645 5.80 7,150 - .50 190 1.40 1,820 3.20 3,765 6.00 7,430 - .40 250' 1.50 1,915 3.30 3,885 6.20 .7,710 - .30 320 1.60 2,010 3.40 4,005 6.40 7,990 - .20 400 1.70 2,110 3.50 4,130 6.60 8,270 - .10 480 1.80 2,210 3.60 4,260 6.80 8,550 0.00 560 1.90 2,310 3.70 4,390 7.00 8,830 .10 645 2.00 2,410 3 80 4,520 7.20 9,110 .20 730 2.10 2,510 3.90 4,660 7.40 9,390 .30 820 2.20 2,615 4.00 4; 780 7.60 9,670 .40 910 2.30 2,720 4.20 5,040 7.80 9,950 .50 1,000 2.40 2,830 4.40 5,300 S.OO 10,230 .60 1,090 2.50 2,945 4.60 5,560 8.50 10,930 .70 1,180 2.60 3,000 4.80 5,820 9.00 11,650 .80 1,270 The above table is based on discharge measurements made during 1900-1905. It is well defined to H leet. Above gage height 8.8 feet the rating curve is a tangent, the difference being 150 per tenth. Below gage height 2.6 feet the table is the same as for 1904. Rating table for Black Warrior River near Cordova, Ala., for 1906 and 1907.a Gage hel^it. Dis- Gage Dis- Gage height. Dis- Gage Dis- charge. height. charge. charge. height. charge. Feel. Sec.-ft. Feel. Sec.-fl. -Feel Sec.-fl. Feet. Sec.-fl. -1.00 28 0.70 1,075 2.80 3,290 11.00 14,660 — .9 53 .80 1,170 3.00 3,525 12.00 16,150 — .8 80 .90 1,265 3.20 3,765 13.00 17,650 - .7 110 l.QO 1,360 3.40 4,005 14.00 19,150 - .6 145 1.10 1,455 3.60 4,260 15.00 20,650 - .5 190 ' 1.20 1,550 3.80 4,520 16.00 22,160 - .4 240 1.30. 1,650 4.00 4,780 17.00 23,650 - .3 300 1.40 1,750 4.20 5,040 18.00 25,150 - .2 365 1.50 1,850 4.40 6,300 19.00 26,650 — .1 430 1.60 1,955 4.60 5,560 20.00 28,150 0.00 500 1.70 2,060 4.80 5,820 21.00 29,650 .10 575 1.80 2,165 5.00 6,080 22.00 31,150 .20 650 1.90 2,270 6.00 7,430 23.00 32,650 .30 730 2.00 2,380 7.00 8,830 24.00 34,160 .40 810 2.20 2,600 8.00 10,230 25.00 35,650 .50 895 2.40 2,830. 9.00 11,660 26.00 .60 985 2.60 3,060 10.00 13,160 27.00 .38,950 FOR 1908.l> 1.00 70 -^ .4 290 .20 685 .80 1,170 9 95 - .3 346 .30 760 .90 1,265 .8 125 - .2 406 .40 835 1.00 1,360 — .7 155 - .1 470 .60 915 — .6 195 .0 640 .60 995 - .5 240 .10 610 .70 1,080 o The above table is not applicable for obstructed-channel conditions. It is based on discharge meas- urements made during 1900 to 1906, and is well defined between gage heights 1 and 14 feet. Below gage heleht 1 foot the 1906 rating curve is assumed to apply to 1907, although no measurements were made during 1907 to confirm this. See 1908 rating. Above gage height 8.8 feet the rating curve Is a tangent, 6The"ta™tablelsnotappllca'bIeforobstructedK;hannelcondjtlons. Itlsbasedononedischargemeas- I ntherBlack Warrior and adjacent drainage basins for 1907 and 1908 tend to show that the rating curves M iiKod above are essentially correct. Above gage height 1 foot the 1908 rating Is the same as for 1907. 216 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Black Warrior River near Cordova, Ala. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov; Dec. 1909. 1,460 1,260 1,080 915 4,780 2,100 9,950 5,820 4,580 3,400 2,830 2,490 2,220 2,060 6,340 9,110 13,900 0,900 8,130 5,560 4,520 3,760 3,400 3,120 2,720 2,220 1,960 1,760 1,600 1,410 1,310 430 430 430 398 398 895 14,800 10,900 5,820 4,460 3,520 2,720 2,060 1,650 1,360 1,170 1,080 985 1,550 1,170 2,940 6,080 4,390 3,290 2,600 2,060 1,850 1,650 1,460 1,260 1,120 1,220 1,120 1,080 995 995 1,850 2,940 2,940 1,850 7,400 9,900 3,600 0,400 24,100 i0,400 n,200 23,800 18,600 13,800 10,600 9,110 7,570 19,200 26,600 29,600 23,000 15,000 10,900 985 895 852 852 810 810 810 770 770 770 730 810 1,170 895 810 730 895 18,200 15,400 8,550 6,080 6,870 5,950 5,300 5,170 4,780 4,130 8,130 7,710 6,600 7,710 7,430 6,340 5,560 6,470 8,830 24,400 27,600 22,600 21,200 11,600 60,400 59,600 50,000 40,200 28,900 18,400 10,400 17,600 19,400 11,800 9,960 8,130 6,730 5,820 5,170 4,390 3,760 3,290 12,800 12,400 13,200 8,270 5,960 4,910 3,880 3,180 2,600 2,160 4,000 3,640 2,600 2,270 1,850 1,650 1,460 1,360 1,260 1,170 1,080 985 940 895 852 810 770 730 690 650 . 612 2,940 2,660 2,380 2,160 1,960 1,850 2,940 7,150 8,830 4,520 3,400 2,830 3,520 12,400 9,670 5,950 4,780 3,880 3,290 2,830 2,490 2,380 3,290 19,900 11,500 14,600 14,500 13,200 10,100 7,570 675 638 638 600 638 730 660 612 676 638 638 500 500 500 465 500 1,650 2,380 1,850 1,360 1,080 895 810 730 650 1,460 638 600 466 466 0,100 2,000 8,130 6,470 4,660 3,400 2,380 2,830 2,160 1,850 1,650 1,500 1,410 1,260 1,170 1,170 2,160 2,380 2,270 2,940 1,760 2,270 1,960 1,260 1,650 3,060 2,940 2,270 2,060 1,850 1,360 430 398 660 985 730 638 430 660 1,080 770 612 500 430 365 332 500 1,170 810 600 430 895 9,110 11,100 7,570 8,270 10,200 5,690 3,520 2,490 1,850 . 1,360 2,160 5,560 6,470 10,400 >9,600 7,000 0,200 7,010 4,390 0,500 8,130 6,470 5,690 5,430 6,080 5,820 4,520 3,640 2,830 2,160 2,600 29,600 27,400 18,600 10,200 7,710 7,010 6,470 .5,820 5,300 1,080 895 730 650 575 1,170 1,850 1,260 770 1,960 9,960 5,170 4,620 3,760 3060 2,380 1,860 1,460 1,080 810 3,180 4,130 4,260 2,380 1,660 1,960 1,550 1,960 2,270 3,060 4,520 3,520 2,720 2,270 1,860 1,460 1,170 1,360 1,850 2,380 1,860 1,460 1,160 1,080 995 915 915 1,170 1,080 995 915 875 835 835 760 685 610 540 540 1,080 1,960 4,520 7,290 6,470 6,210 7,710 8,690 13,900 12,800 9,250 7,990 6,470 4,910 3,700 4,280 4,650 2,490 3,290 3,880 6,040 4,390 3,640 3,290 2,060 1,080 1,260 1,760 1,360 1,080 1,080 810 1,650 2,380 1,750 2,270 2,540 2,160 2,270 2,490 2,490 1,760 1,260 1,080 915 760 685 •610 575 575 540 470 438 405 375 345 345 318 318 290 290 290 290 290 1,460 1,170 895 896 986 1,170 4,620 6,470 3,060 2,490 1,650 1,170 1,080 1,080 985 730 500 365 300 240 300 240 240 240 240 190 190 190 190 190 300 318 318 290 290 265 265 240 218 218 195 196 195 195 195 175 175 175 155 155 155 195 610 540 835 540 345 290 265' 240 218 300 600 895 50O 430 365 365 240 145 110 110 110 80 80 53 53 53 40 40 28 28 28 28 110 240 190 145 110 145 190 195 195 196 195 175 175 175 155 155 140 140 140 140 140 610 470 405 346 290 240 470 345 240 240 240 218 218 195 175 155 155 190 190 145 145 146 110 1,460 895 895 810 810 730 730 1,850 2,830 2,720 1,360 1,080 500 365 240 190 190 145 145 145 110 300 240 240 ■240 155 155 165 155 140 140 140 140 140 140 140 140 140 140 140 155 470 345 290 240 240 218 470 405 240 2 375 4 286 « 1 685 7 1,460 2,380 g ?'?S 10 1,650 11 12 1,750 540 13 14 290 640 915 760 17 610 19 540 20 470 21 405 22 _ 23 345 290 25 345 405 26 318 290 290 265 265 190 190 190 145 145 190 190 190 145 145 145 145 145 145 110 110 110 110 110 110 110 lie 110 110 110 110 110 190 100 190 540 27 540 29 505 30 505 31 1910. 1 145 2 3 145 145 4 190 5 ■ 810 « 4,130 7 7,150 8 3,180 9 1,460 10 1,080 895- 12 810 13 14 730 730 650 16 575 17 500 18 19 430 365 20 365 21 300 22 300 23 300 24 500 25 1,260 26 1,170 27 985 28 895 29 30 895 895 31 810 Digitized by Microsoft® Black Warrior Rwer Near Cordova, Ala. 217 Dailv discharge, in second-feet, of Black Warrior River near Cordova, Ala. — Continued. Day. Jan. Feb. Mar. Apr, May. June. July. Aug. Sept. Oct. Nov. 1911. 1912 22,200 43,200 35,900 13,200 7,430 4,780 3,520 3,060 2,380 2,380 2,160 1,960 1,750 1,750 1,750 1,650 1,650 1,360 1,360 1,190 1,110 1,030 880 1,560 2,270 2,160 2,060 1,960 1,960 1,850 25,200 17,600 11,200 9,250 3,640 5,690 4,. 120 4,390 18,400 18,800 10,900 8,130 «k340 6,040 4,260 3,760 3,060 1,850 2,720 5,430 4,390 3,520 2,830 2,720 ■3,180 2,380 2,"" l,8a0 14,600 27,100 17,600 1,650 1,460 1,280 1,460 1,750 1,850 4,130 5,040 9,950 20,400 15,600 11,200 7,570 7,670 7,150 5,950 4,910 4,260 3,400 4,520 4,520 3,620 3,060 2,720 2,490 2,380 2,940 11,200 12,400 8,130 6,210 5,040 4,130 3,290 3,180 2,380 2,380 2,380 2,160 1,960 1,960 2,060 6,080 6,870 5r950 5,170 4,260 4,280 12,600 23,000 15,100 9,530 11,200 26,600 27,400 17,600 11,200 10,100 8,830 7,710 5,950 4,780 4,130 3,520 2,600 2,060 1,750 1,750 1,650 1,460 1,360 1,360 1,280 1,190 1,190 1,110 1,030 1,030 1,030 1,030 955 955 1,460 2,940 3,520 3,060 2,600 2,060 8,130 6, 5,430 6,730 6,080 10,200 10,900 8,830 11,600 12,800 10,200 9,530 9,390 7,5J0 16,200 34,200 22,200 13,200 8,830 7,010 6, 4,780 4,780 14,700 25,200 14,600 10,200 7,430 31,200 38,600 26,600 1,850 1,560 1,360 1,190 31,200 40,900 23,400 17,000 31,200 28,200 16,200 11,200 8,550 6,730 6,080 6,470 6,080 5,040 4,390 23,800 18,000 10,200 6,210 4,780 3,760 2,830 2,490 3,290 3,290 3,180 27,600 26,200 17,600 12,400 9,110 7,010 6, — 6,730 5,430 4,780 5,690 6,430 5,4.30 4,780 4,130 11,600 34,200 40,200 25,200 14,000 10,200 8,830 32,600 34,200 10,900 7,710 6,080 18,400 18,400 13,200 4,000 3,520 3,060 2,380 1,850 1,660 1,190 1,110 955 810 810 810 740 705 705 605 605 670 955 1,650 3,640 3,520 2,830 1,850 1,190 955 740 605 640 11,600 7,430 6,080 5,560 4,130 3-, 520 6,"" 6,730 6,430 4,130 3,520 ■2,940 4,130 2, — 1,850 l,&'iO 1,860 1,850 606 476 1,030 1,110 605 605 605 605 60S 605 606 606 250 608 475 446 416 415 385 355 328 300 300 300 276 260 228 206 205 205 205 205 300 300 300 300 1,190 880 1,280 1,850 1,460 1,280 416 475 166 365 165 365 605 416 355 166 606 605 605 605 6,080 3,380 1,360 1,190 605 605 605 605 605 605 605 605 606 606 3,620 1,360 605 475 415 355 300 300 810 605 476 605 2,270 1,460 1,190 1,030 880 740 670 810 1,030 1,460 1,280 1,030 810 606 540 475 415 415 1,850 1,850 1, 1,190 605 606 7,430 6,430 6,300 6,430 4, 2,380 2,380 1,850 1,360 1,360 955 2,380 3,290 3,520 3,520 2,380 1,360 955 605 605 60S 605 606 605 605 475 740 1,280 2,160 1,030 810 670 810 955 740 670 606 476 606 740 956 1,110 1,660 1,960 1,460 1,110 810 605 475 445 416 386 355 365 300 250 605 605 605 606 605 606 605 605 2,380 3, 4,780 2,380 1,360 3,520 1,360 955 1,360 1,360 955 605 605 606 955 1,030 1,360 955 1,030 1,110 810 605 605 260 260 250 205 206 205 300 300 250 670 605 475 415 365 300 275 250 250 250 228 205 186 166 148 130 130 130 130 606 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 605 300 415 605 415 606 605 605 605 605 605 605 605 115 116 116 100 100 100 100 100 100 100 100 100 100 lOO 100 100 30O 3,620 1,460 1,360 1,280 1,110 955 740 670 670 605 605 540 415 250 605 605 605 605 605 605 605 605 605 605 605 005 605 605 605 605 605 605 605 1,190 1,110 1,030 955 880 810 605 605 605 605 605 605 130 lOO 100 100 100 100 100 100 130 300 300 475 475 415 355 300 250 365 355 355 366 300 300 475 540 475 475 1,110 1,190 1,190 COS COS 60.i fi05 COS COS 1,190 1,110 i,no 1,030 605 605 605 605 606 605 605 605 605 605 605 605 605 605 4Va 475 475 475 415 415 415 416 415 355 415 2,380 8,830 12,000 13,600 18,100 15,200 8,130 7,990- 5,430 6,600 9,390 19,200 17,600 10,900 12,200 28,400 28,900 16,900 9,670 19,200 605 COS C05 810 1,360 6,730 5,430 4.260 3,000 2,380 1,360 1,660 1,560 1,360 1,360 1,360 1,369 1,650 1,650 1,360 1,360 1,360 2,060 4,000 4,130 2,720 3,290 2,830 2,3S0 3,290 7,430 Note. — Daily discbargecomputedfrom a rating curve fairly well defined betweenl,400 and 19,000 second- (eet. J^w-water estimates below 1,000 second-feet are very uncertain. Digitized by Microsoft® 218 Water Powers of Alabama; Second Report. Monthly discharge of Black Warrior River near Cordova, Ala. [Drainage area, 237 square miles.] Discharge in second-feet. Eun-off. Month. Maximum. Minimum. Mean. Sec-feet per square mile. Depth in inches. 1900 49,284 11,248 2,144 1,961 13,098 6,808 6,660 51,800 31,820 29,600 23,088 10,064 5,920 3,404 17,168 6,660 1,669 660 31,820 1,134 810 660 206 60 384 968 1,762 1,486 1,486 2,242 968 320 205 205 320 320 320 618 16,185 2,976 1,016 556 1,732 1,487 2,164 8,713 6,616 6,637 6,967 2,639 1,682 631 4,155 1,416 687 468 4,923 8.62 1.67 .53 .29 .91 .78 1.13 4.59 3.48 3.49 3.67 1.34 .83 .33 2.19 .74 .36 .25 2.59 9.61 July 1.81 .61 .32 October ... 1.05 .87 1.30 1901 6.29 3.62 4.02 April 4.10 May 1.54 .93 July .38 2.53 .83 .42 .28 2.99 61,800 17,020 32,856 66,980 26,048 1,307 518 126 660 260 3,662 11,100 16,984 206 1,396 2,652 3,258 1,050 206 126 74 74 74 160 160 1,060 3,778 6,692 8,599 13,764 5,366 630 193 99 170 106 536 880 4,396 1.99 3.00 4.53 7.24 2.82 .33 .10 .06 .09 .06 .28 .46 2.31 26.93 1902 January . . „ .- 3.46 February 4.72 March 8.36 April _ May 3.15 .38 June .11 July _ _ August _ _.. .06 .10 September _ October _ „ .07 .32 .61 2.66 56,980 18,700 42,950 40,100 17,000 28,860 6,760 610 875 126 307 247 875 74 1,480 2,476 1,840 1,250 800 510 159 126 78 78 159 159 3,369 4,306 17,941 10,203 4,773 4,176 1,661 317 306 97 148 198 252 1.77 2.27 9.44 6.37 2.51 2.20 .87 .17 .16 .06 .08 .10 .18 1903 2 62 February 9 83 6.19 April May June .97 .20 .18 .06 .09 .11 .16 July November _ December The year 42,960 78 3,698 1.95 26.74 Digitized by Microsoft® Black Warrior River Near Cordova, Ala. 219 Monthly discharge of Black Warrior River near Cordova, Ala. — Continued. [Drainage area, 1,900 square miles.] Month. Discharge in second-feet. Maximum. Minimum. Mean. Sec.-feet per square mile. Run-off. Depth in inches. January ... February , March April May June July Ausrust September October ... November December The year.. January ... February . March April May June July Auerust September October ... November December The year.. January ... February March April May June July August September October ... November December The year.. 1907 January ... February . March April May June July August September October ... November December The year... 3,420 1,180 11,600 9,B00 1,725 3,060 3,180 1,630 190 53 645 17,300 17,300 27,100 43,160 22,750 6,170 12,400 3,885 2,830 9,530 10,610 4,260 1,916 9,390 43,150 49,400 4,910 34,900 19,400 6,040 1,460 12,800 4,660 28,900 23,600 9,110 19,900 49,400 19,900 27,400 30,100 3,290 20,800 9,110 2,380 600 1,260 1,170 2,890 4,780 190 480 660 190 146 80 190 80 28 28 53 400 28 820 8,176 1,915 1,090 1,450 320 80 190 286 146 820 910 80 3,120 985 1,960 852 430 146 128 366 300 650 600 810 128 1,460 1,260 1,080 862 1,260 638 240 28 63 110 110 365 80,100 28 613 720 3,818 2,606 409 378 516 693 78.0 44.9 298 2,277 1,038 4,798 14,280 4,669 1,820 3,889 880 967 1,908 1,753 1,120 1,070 4,571 3,468 9,860 2,040 13,700 3,620 1,530 680 2,400 1,350 2,700 5,390 1,560 2,270 3,930 3,460 6,180 6,620 1,610 6,360 1,860 766 158 419 321 698 1,640 0.323 .379 2.01 1.37 .215 .199 .272 .365 .041 .024 .167 1.20 .546 2.53 7.62 2.40 .968 2.05 .463 .604 1.00 .923 .589 .663 2.41 1.83 6.19 1.07 7.21 1.91 .805 .358 1.26 .71 1.42 2.84 .821 1.19 2.07 1.82 3.26 2.96 .847 3.34 .974 .403 .083 .221 .169 .367 2,420 1.28 0.372 .409 2.32 1.63 .248 .222 .314 .421 .046 .028 .175 1.38 7.46 2.92 7.83 2.77 1.07 2.36 .517 .681 1.15 1.03 .679 .628 2.78 24.32 5.98 1.11 8.31 2.13 .93 .40 1.45 .82 1.58 3.27 .92 1.37 28.27 2.10 3.38 3.41 .94 3.85 1.09 .46 .10 .26 .19 .41 .99 17.17 Digitized by Microsoft® 220 Water Powers of Alabama; Second Report. Monthly discharge of Black Warrior River near Cordova, Ala. — Continued. [Drainage area, 1,900 SQuare miles.] Discharge in second-feet. Run-ofl. Month. Maximum. Minimum. Mean. Sec.-feet per square mile. Depth in inches. 1908 8,830 34,600 38,400 11,100 30,400 3,640 1,460 1,360 218 155 470 24,400 1,360 3,520 2,270 1,660 1,220 405 266 126 70 96 96 290 3,770 11,200 9,740 3,490 6,810 1,460 616 424 111 117 218 4,280 1.98 6.89 5.13 1.84 3.68 .768 .324 .223 .068 .062 .116 2.26 2.28 6.36 March 6 91 April 2.05 May 4.13 .86 July .37 .26 .06 October .07 .13 '2.69 The year 38,400 13,900 31,200 34,900 19,900 12,000 30,400 4,520 2,640 836 610 470 2,380 70 915 996 3,290 1,860 1,170 2,160 640 290 156 140 140 240 3,520 4,410 13,200 18,000 6,320 3,040 9,830 1,430 1,020 282 236 226 700 1.85 2.32 6.96 9.47 3.33 1.60 6.17 .768 .637 .148 .124 .119 .868 25.06 1909 2.68 7.24 March 10.92 April 8.72 May 1.84 6.77 July .87 .62 .17 October .14 .13 .42 60,400 14,800 18,200 13,200 2,380 11,100 9,960 13,900 6,470 895 2,830 190 7,150 140 398 730 612 465 332 576 810 190 28 110 110 145 4,830 2,740 3,680 3,210 788 2,400 2,380 4,740 1,090 190 650 143 1,060 2.54 1.44 1.94 1.69 .415 1.26 1.26 2.49 .674 .100 .342 .076 .558 34.62 1910 1.66 February 2.02 March 1.96 .46 May 1.45 1.40 July 2.87 .66 .11 October .39 .08 .64 18,200 43,200 20,400 10.100 40,900 4,000 1,850 2,270 2,160 670 3,520 1,190 28,900 28 880 1,280 965 1,190 640 205 300 250 130 100 100 366 1,920 5,560 5,500 2,760 11,000 1,560 534 801 816 265 520 377 8,880 i;oi 2.93 2.89 1.46 5.79 .821 .281 .422 .429 .139 .274 .198 4.67 13.69 1911 3.38 3.01 March 1.67 April 6.46 May .96 .31 July .49 .49 .16 .32 November ..„ .22 6.38 The year 43,200 100 3,200 1.68 22.84 Digitized by Microsoft® Black Warrior River Near Coal, Ala. 221 Monthly discharge of Blade Wan-ior River near Cordova, Ala. Month. 1912 Discharge in siicond-teet. Maximum. Minimum. Mean. Per square mile.' RUn-oa (depth in inches on drainage area). January February March April May June July August September October November December The year. 27,100 27,400 38,600 40,200 11,600 6,080 7,430 4,780 605 1,190 1,190 7,430 1,850 1,960 4,780 4,130 250 165 300 605 605 «05 8,140 8,430 13,200 14,600 2,S80 028 2,170 1,250 ' 582 681 718 2,430 4.2S 4.44 6.95 7.63 1.62 .488 1.14 .668 .306 .368 .378 1.28 40,200 4,640 2.44 4.93 4.'79 8.01 8. SI 1.75 .54 1.31 .76 .34 .41. .42 1.48 33.25 BLACK WARRIOR RIVER NEAR COAL, ALA. The station is located one-fourth mile below the mouth of Locust Fork of Black Warrior River, near the foot of the rapids known as Fork Shoals. It is one-half mile above Taylors Ferry, which is 3 miles from Coal and 20 miles from Bessemer, Ala., the nearest rail- road station. It was established September 2, 1908. The gage heights and discharge measurements have been furnished by the Tennessee Coal, Iron, and Railroad Company. The vertical staff gage is located at Taylors Ferry, one-half mile below the measuring section. The left bank is high and does not overflow. The right bank overflows for about 200 feet at high stages. The station was discontinued May 31, 1910. Discharge measurements of Black Warrior River near Coal, Ala. Date. Gage height. Feet. Dis- charge. Sec-feet. Date. Gage height. Feet. Dis- charge. Sec.-feet. 1908 1.05 2.00 .80 .83 6.60 473 1,750 194 218 12,400 December 10 4.80 6.65 9.00 1.05 .97 8,020 13,100 22,100 444 September 2 September S 1909 January 5 October 19 January 6 August 25 November 17 329 Digitized by Microsoft® 222 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Blaclc Warrior River near Coal, Ala., for 1908. Day. . Sept. Oct. Nov. Doc. Day. Sept. Oct. Not. Dec 1.1 1.1 i:o .9 •9 .9 1.5 1.95 1.45 1.15 1.0 1.0 .95 .9 .9 .9 0.8 .8 .8 .8 8 .8 .8 .8 .8 .85 .9 .9 .9 .9 .9 .9 0.8 .8 .8 .8 .9 .9 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 1.0 1.35 1.5 1.4 1.3 1.3 ■12.5 13.5 7.85 4.6 3.7 2.95 2.9 2.8 2.55 2.25 17 0.85 .8 .8 .8 .8 .8 .8 ■8. .8 .8 .8 .8 .8 .8 0.9 .85 .85 .85 .85 .85 .8 .8- .8. ,8 .8 .8 .8 .8 .75 0.8 .8 .8 .8 .8 .8 .8 :9 .9 .9 .9 .9 .9 .9 2.1 18 2.0 3 4 19..,- 2 2u 21 2.0 2.2 g 22 9.05 7 23 12.0 g 24 9.1 25 6.75 10 11 12 26 • 5' 3 27 4 5 28 ,. 3.95 29 3.65 3u 15 31 3 15 16 Daily gage height, in feet, of Black Warrior River near Coal, Ala., for 1909. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Not. Dec 2.95 2.7 2.5 2.8 4.6 &0 8.5 6.0. 6.0 4.6 4.2 3.8 3.6 6.8 7:6 9.2 8.6 6.8 5.9 S.2 4.7 4.4 4.0 3.8 3.8 3.4 3.1 3.0 2.8 2.6 2.6 2.6 2.4 2.3 2.3 2.3 3.3. 4.0 3.6 3.6 il.4 12.1 8.5 9.2 14.0 16.6 16.5 14.0 10.6 9.0 9.0 7.4 8.0 13.5 14.2 14.6 11.6 9.2 ■ 7.6 6.3 6.0 7.8 6.6 5.7 5.2 6.5 8.5 8.6 18.0 16.4 16.0 24.6 30.2 29.0 22.0 12.8 9.0 8.0 7.5 7.0 7.0 7.0 6.5 6.0 5.6 6.3 6.0 4.7 4.4 4.2 4.1 •3.9 3.7 3.6 3.3 3.1 4.5 7.4 6.9 6.3 4.6 5.0 7.1 9.1 7.5 6.2 6-. 3 4.7 4.2 3.9 3.6 4.3 7.6 10.8 11.0 13.5 11.4 10.4 9.1 7.4 9.4 9.5 7.2 5.0 4.9 4.9 4.2 3.9 3.6 3.4 3.4 3.4 3.4 3.4 3.0 2.6 3.1 ■ 3.6 3.1 3.3 3.0 i:§ 3.0 3.0 4.2 4.8 4.4 4.0 3.6 3.4 4.3 5.3 12.2 20.1 18.4 13.6 8.1 6.1 6.3 6.0 7.2 6.6 6.8 6.6 5.9 5.3 4.6 3.9 3.6 3.6 4.5 14.6 15.8 11.6 8. -6 7.6 6.1 5.8 5.9 6.4 4.4 4.1 3.5 2.9 1.7 1.5 1.6 1.4 2.4 3.0 2.5 1.9 1.9 2.3 1.8 1.7 1.9 1.6 1.4 1.3 1.3 .9 i:l .8 -.8 .76 .7 .7 1.0 1.2 2.6 2.6 2.8 3.7 3.4 3.2 3.0 3.0 2.4 1.95 1.76 1.6 1.6 1.6 1.4 1.3 1.2 1.2 1.16 1.1- 1.1 1.1 1.1 1.06 1.06 1.05 1.06 1.06 1.06 1.05 1.05 1.2- 1.35 1.3 1.2 1.1 ' 1.05 1.06 1.05 1.06 1.16 1.15 1.15 1.15 1.05 1.06 J. 05 1.05 1.05 1.1 1.05 1.25 1.2 1.25 1.85 1.45 1.25 1.2 1.05 1.05 1.05 1.06 .96 .95 .96 .96 .96 .95 .95 .96 .95 .46 .95 .95 .96 .96 .95 1.05 1.25 1.2 1.15 1.15 1.35 1.16 1.1 1.05 1.05 1.05 .95 .95 .95 .95 0.96 .96 .95 .95 .96 .95 .95 .95 .96 .96 .95 .95 .96 .96 .96 .95 .96 1.0 1.0 1.0 1.0 1.0 I.l 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.0 1.0 3 1.0 1.0 5 1.0 6 I.O 7 ..,. 8 ' 1.85 3.0 9. 3.2 10 2.4 11 » 12 '. 2.0 1.75 13 1.9.'> 14 2.2 15.; 2.0 16 2.0 17i 1.9. 18 1.75 19 1.6 20 1.5 21 h4 22 1.4 23 '. 1.3 24 1.3 25 1.75 26 .' 2.4 27 2.8 28 2.6 29 2.4 30 31 2.3 2.0 Daily gage height, in feet, of Black Warrior River near Goal, Ala., for 1910. Day. Jan. Feb. Ma. Apr. May. Day, Jan. •Fob. Mar. Apr. May. 1 1.65 2.5 9.4 1.9 1.7 16 2.65 2.55 3.0 1.7 1.4 2 1.6 2.5 9.3 1.9 1.7 17 2.45 2.8 3.0 2.1 2.1 3....... >•*. 2.4 9.55 1.8 1.7 18 2.4 10.05 3.0 3.45 2.85 4 1.55 2.4 7.75 1.8 1.6 19 2.4 10.35 2.9 4.0 2.0 5 1.5 2.4 6.25 1.9 2.25 20 2.7 7.25 3.3 3.55 2.6 6 7.5 2.3. 5.5 1.9 2.6 21 4.1 6.3 3.7 3.05 5.9 7 11.0 2.15 4.95 2.0 2.4 22 5.75 7.0 3.55 2.65 9.7 8 9.25 2.0 4.45 2.0 2.4 23 5.45 6.5 2.5 2.25 9.15 9 6.0 2.0 4.05 2.0 2.3 24 .' 4.35 6.1 2.4 2.2 7.7 10 4.85 2.0 4.0 2.0 2.2 25 3.75 5.85 2.3 2.1 8.05 11 i" 2.0 4.8 1.9 2.1 26 3.55 5.4 2.3 2.0 8.25 12 ,liS5 2.35 4 95 1.9 2.0 27 3.4 4.95 2.2 1.9 e.1 13 3.15 2.8 4.35 1.8 1.7 28 3.4 8.25 2.1 1.8 ,'4.75 14 15 3.0 2.85 2.75 2.55 1^1 ?/^ ^tjj5/i 31 2.75 2.0 2.0 1.9 1.8 1.8 4.05 3.45 3. OS Black Warrior River Near Coal, Ala. 223 Daily discharge, in second-feet, of Black Warrior River near Coal, Ala., for 1909. Day. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Deo. i. ........7.... 3,400 2,930 2,570 3,120 7,060 18,100 20,100 10,900 8,070 7,060 6,090 5,180 4,740 13,600 16,600 22,900 20,500 13,600 10,600 8,600 7,310 6,570 5,630 5,180 5,180 4,320 3,700 3,500 3,120 2,750 2,750 2,730 2,400 2,230 2,230 2,230 4,110 5,630 4,740 4,740 31,700 34,500 20,100 22,900 42,100 52,500 52,100 42,100 28,100 22,100 22,100 15,800 18,100 40,100 42,900 44,500 32,500 22,900 16,600 11,800 10,900 17,300 12,900 10,000 8,600 12,600 20,100 20,500 58,100 51,700 50,100 84,500 107,000 102,000 74,100 37,300 22,100 18,100 16,200 14,300 14,300 14,300 12,600 10,900 9,700 8,870 8,070 7,310 6,570 6,090 5,800 5,400 4,960 4,740 4,110 3,700 6,810 15,800 14,000 8.870 7,060 8,070 14,700 .22,500 10,200 11,500 8,870 7,310 6,090 5,400 4,740 6,330 16,600 29,300 30,100 40,100 31,700 27,700 22,500 15,800 23,700 24.100 15,100 8,070 7,810 7,810 6,090 5,400 4,580 4,320 4,320 4,320 4,320 4,320 3,500 2,750 3,700 4,740 3,700 4,110 3,500 3,500 3,120 3,500 3,500 r.,090 7,560 6,570 5,630 4,740 4,320 6,330 8,870 34,900 66.500 69,700 40,500 18,500 11,200 8,870 10,900 15,100 12,900 10,300 9,700 10,600 8,870 7,000 6,400 4.740 4,630 6,810 44,600 49,300 32,500 20,100 16,600 11,200 10,^00 10,600 9,140 6,570 5,860 4,530 3.310 1,310 1,030 1,030 896 2,400 3,500 2,570 1,600 1,600 2,230 1,450 1,310 1,600 1,170 895 765 765 295 295 640 190 190 140 90 90 405 640 2,750 2,750 3,120 4.960 4,320 3,900 3,500 3,500 2,400 1,C80 1,380 1,170 1,170 1,030 896 765 640 640 580 520 '^ 620 462 462 462 402 462 462 462 462 640 830 765 640 520 462 462 462 462 580 680 580 580 462 462 462 462 462 620 462 702 7^ 1,520 962 702 640 462 462 462 462 360 350 350 360 350 350 350 350 350 350 350 350 350 350 350 462 702 640 580 580 830 580 520 462 462 462 350 350 350 350 350 350 360 350 350 350 360 350 350 350 350 350 360 350 350 350 350 405 405 406 405 406 520 405 406 620 620 620 520 520 405 405 3 405 4 405 5 405 c 405 7 1,620 3,500 9 3.900 10 .• 2,400 11 1,750 12 1,380 13 1,680 14 2,070 15 1,750 10 1,750 1,600 18 1,380 1,030 20 1,030 21. 895 m 23 765 24 765 25 1,380 26 2,400 3,120 28 2,750 2,400 30 1 . ... 2,230 1,750 Daily discharge, in second-feet, of Black Warrior River near Coal, Ala.', for 1910. Day. Jan. Feb. Apr. May. Day. Apr. May. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. U, 12. 13. 14. IS. 1,240 1,170 1,170 1,100 1,030 16.200 30.100 23,100 10,900 7,680 5,630 4,640 3,800 3.500 3,220 2,670 2,570 2,400 2,400 2,400 2,23(1 1,9901 1,750 .1,750 1,750- 1,750 2,320 3,120 3,020 2,660 23,700 23,300 24,300 17,200 11,700 9,420 7,940 6,690 5.740 5,630 7,560 7,940 6.450 5,400 4,320 1,600 1,600 1,450 1,460 1,600 1,600 1,750 1,.750 1,760 1,750 1,600 1,600 1,450 1,450 1,310 1,310 1,310 1,310 1,170 2,150 2,570 2,400 2,400 2,230 2,070 1,910 1^10 1,030 16, 17 18, 19 20 21, 22. 23. 24, 25, 26, 27, 28, 29. 30. 31. 2,840 2,480 2,400 2,400 2,930 5,860 10,200 9,280 6,450 6,070 4,640 4,320 4,320 3,800 3,600 3,020 2,660 3,120 26,300 27,600 15,200 11,800 14,300 12,600 11,200 10,400 9,140 7,940 19,100 3.900 3,500 3,500 3,310 4,110 4,960 4,640 2,670 2,400 2,230 2,230 2,070 1,910 1,750 1,750 1,600 1,310 1,910 4,420 5,630 4,640 3,600 2,660 2,150 2,070 1,910 1,750 1,600 1,450 1,450 1,450 895 1,910 3,220 1,750 2,750 10,600 24,900 22,700 17,000 18,300 19,100 11,200 7,440 8,740 4,420 3,600 KoTE.— These discharges were obtained from a rating curve which i3 well defined below 26.100 second- /eet. Digitized by Microsoft® 224 Water Powers of Alabama; Second Report. Monthly disoKarge of Black Warrior River near Goal, Ala. [Drainage area, 3,660 square miles.] Discharge in second-feet. Bun-off (depth in Month. Maximum. Minimum. Mean. Per square mile. inches on drainage area). 1908 1,680 295 295 41,400 22,900 62,600 107,000 40,100 24,100 66,500 6,670 4,960 1,620 830 620 8,900 190 140 190 406 2,760 2,230 6,090 3,700 2,750 4,530 90 462 462 350 360 405 378 222 222 8,600 8,250 22,700 27,700 13,600 6,410 18,900 1,690 1,610 604 432 397 1,570 0.106 .062 .062 2.39 2.32 6.38 7.78 8.82 1.80 6.31 .447 .424 .170 .121 .112 .441 0.12 .07 November .07 December 2.76 1909 2.68 ^Tfi^iriinry 6.64 March 8.97 April 4.26 May 2.08 6.92 July _ August . . . .62 .49 September .19 October .14 .12 .61 The year 107,000 30,100 27,600 24,300 5,630 24,900 90 1,030 1,760 1,600 1,310 896 8,640 6,070 7,350 6,880 2,060 5,860 2.43 1.71 2.06 1.93 .679 1.64 32.62 1910 January 1.97 February 2.14 March 2.22 April .66 May 1.89 BLACK WARRIOR RIVER AT TUSCAI,OOSA, ALA. Location. — The measuring station is at the highway bridge, one- fourth mile above the Mobile and Ohio Railroad bridge. Records available. — Gage heights by U. S. Engineer Corps are continuous since 1889. Only a portion of record has been rated by discharge measurements. Dfainage area. — 4,900 square miles. Gage.— The original sloping gage was 1,800 feet below the bridge. Later the gage in use is the lower gage at the lock, a short distance above the bridge. Channel. — Since the completion of the lock below, in 1902, the section has been too sluggish at low water for meter measurements. Discharge measurements. — Made at the highway bridge. Artificial control. — There is a great amount of artificial control at navigation locks above and below the station. Accuracy. — ^The rating changed very greatly after the comple- tion of the lock below in 1902, which raised the low water surface several feet, and made the section too sluggish for current meter measurements at extreme low water stages. No rating has been developed for the changed conditions, therefore discharge estimates, have not been prepai^J^?eE&&|'-M^5C^f^gh the gage heights are published for these years. Black Warrior River at Tuscaloosa^ Ala. 226 Discharge measurements of Blade Warrior River at Tuscaloosa. Date. Gage height. Feet. Dis- charge. Sec.-feet. Date. Gage height. Feet. Dis- charge. Sec.-feet. 1896 ■ 1.10 2.61 3.60 9.99 8.66 8.26 7.27 6.92 7.67 7.28 6.94 24.85 - 9.71 8.89 8.26 7.66 6.66 6.96 5.46 5.88 6.68 1.70 19.36 19.26 22.86 39.47 617 1,344 1,733 6,073 4,363 4,360 3,667 3,622 4,211 3,632 4,658 13,660 6,331 4,766 4,676 3,862 3,388 2,940 2,704 3,168 3,049 829 12,866 12,640 16,216 48,010 March 1 36.50 30.35 23.70 31.18 34.37 69.50 66.40 40.30 16.10 18.72 1.77 6.45 5.44 7.40 6.67 5.67 25.45 44.76 39.B6 24.988 18 052 TWPTnhpr 17 , .,., March 2 December 21 _ March 4 12,609 December 24 „ March 14 36,663 March 14 40,331 1896 March 17 119,533 January 30 1899 March 18 January 31 February 26 86,410 February 28 March 23 23,911 February 29 .... ' .. 1901 March 2 _ March 3 9,300 Mnn-h R March 15 9,461 Maich 24 June 27 828 April 10 _ April 11 1903 July 20 April 14 _ 1 862 April 20 July 21 719 April 2i 1904 April 22 April 23 2.433 April 24 August 22 1,021 April 27 August 22 976 1897 1906 February 20 13,600 60,930 1899 February 24 26,340 February 25 33.00 16.880 February 21 June 27 1 6.85 July 11 1 7.16 1,909 February 24 2.616 February 28 8WP Digitized by Microsoft® 226 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Black Warrior River at Tuscaloosa, Ala, 7.00 9.00 11.00 11.20 10.00 8..W 7.00 6.00 6.00 6.20 7.60 \s.m 31.00 38.90 31.20 27.110 0■ .78 .74 .68 .40 .09 - .15 -1.65 -1.71 -1.72 -1.75 -1.79 -1.86 -1.79 -1.85 -1.88 -l.SO -1.90 -1.88 -1.89 -1.92 -1.92 ■1.92 -1.90 ■1.90 ■1.00 ■1.88 ■1.88 1.77 1.04 1.58 1,63. 1.63 1.61 1.B4 1.61 1.63 -0.04 + .07 .12 .25 .31 .30 .28 .70 1.20 1.10 1.18 1.35 1.35 1.28 1.20 1.05 -0.78 - .77 - .42 - .39 - .33 - .19 - 19 - .17 - .18 - .21 - .30 .- .20 r- .22 - :io - .01 ■^ .26 .46 .52 .45 1.39 1.30 1.29 •1.81 ■1.33 1.28 1.27 ■1.27 1.17 ■1.13 ■1.10 1.14 ■1.17 ■1.25 ■1.25 1.27 1.33 1.35 -1.36 1.36 -1.36 1.37 1.42 1.44 1.40 -1.36 1.36 i!.28 1.24 0.75 .95 1 05 1.0O .90 1.30 1.50. 1.45 1.90 1.80 1.45 1.4« 1.40 1.37 1.33 1.23 1.12 1.05 1.02 1..57 2.55 2.60 3.03 3.65 3.31 4.60 10.40 21.02 16.88 13.10 11.07 3.40 2.60 2.05 l.» 1.47 1.21 1.10 .75 1.20 1.25 1.25 1.60 .98 .92 .77 .71 .69 .62 .48 .48 -1.28 -1.12 - .48 + 1.29 13 II) 14.24 10. Ti 7.39 5.12 3.72 3.05 2.70 2.<6 3.05 3.54 4.12 4.10 3.78 3.60 3.82 6.70 19.68 31.00 29.96 24.08 18.97 16.6! 13.10 11.00 9.38 Black Warrior River at Tuscaloosa, Ala. 229 Daily gage height, in feet, of Blade Warrior River at Tuscaloosa, Ala. — Continued. , Pay .Ian. Fob. Mar, Apr. May. JlUlP. ■Inly. Aug. sept. Ol'l. Nov Dec. IHOJf. 1 7 10 (1.2S 5.W 4.90 4.41 4.17 4.13 4.18 4.17 8.97 4.00 4.18 C.70 9.70 11.97 11.71 15.00 15.53 14.32 24.60 33.61 31.42 28. .50 30.38 30.12 42.50 43.18 39.41 33.80 ■J8.60 21.90 21.68 18.30 14.90 12. 12 10.15 9.42 8.90 8,43 7,84 7.30 6.68 6.30 6.20 6.08 6.86 5.40 5.00 4.90 4.83 4.84 4.70 4.48 4.30 4.00 3.83 3.64 3.60 3.72 3,67 3,78 4,03 4,05 3,98 3,90 3,57 3,33 3,12 3,00 2,90 2,83 2,80 3,00 4,80 8,00 15,40 14,10 11,92 10,08 8,82 7.80 6,96 6,30 6,00 6,90 ,5,53 5,12 5,23 13.40 25. 08 25.60 ■22.40 18. .V) 15.31 ■20.82 38.70 38.55 32.83 ■27.70 23,04 19,60 17,03 15.01 12.93 11,05 10.78 9.60 8.63 8.15 27.80 3,1. U 28 45 2,i. 77 22.72 ■24.01 22.02 19.67 17.12 1,5,05 13.03 11.34 9.82 8.67 7.68 6.88 6.20 5.59 5.00 4.60 4.20 3.91 3.50 3.^21 2.88 2.58 2.30 2.08 1.97 1.04 1.43 1.'23 1.07 1.00 .93 -.78 ..57 .43 .43 !44 .30 0.23 .08 .'23 .27 .27 .15 .02 - .10 - .29 - .41 - .64 - .02 - .71 - .62 - .63 - .38 - .48 - .56 - .30 - .21 00 ,07 ,18 ,,S0 ,17 ,06 1,30 1.10 .46 .68 0.66 .43 .30 .53 .16 .10 - .IS - .04 - .01 + .10 .08 - .07 - .10 - .07 - .11 - .07 - .14 .00 1.24 1.30 1.12 .8.5 .17 1.08 1.95 ■2.50 2.00 1.60 ■2.03 ■2.55 2. .-SO 2.46 1.96 2.45 2.80 2.96 3 90 3.40 3.10 3.98 6.20 12.20 14.10 10 60 7.30 5.00 3.50 2.62 1.91 1.60 1.40 1,12 1,20 1,20 ,90 ,60 1,10 1,02 ,98 1,.30 1,.52 1,66 1.20 ,82 .70 .30 .00 ^ .10 - .30 - .20 .00 .SO .40 .20 .00 - .30 - .30 - .40 - .m - .70 - 70 - .80 - .90 - ,50 - ,00 :-iS - .90 - .90 - .80 - .90 - .iS) -a 00 - .70 - .80 - .90 -1.00 - .90 - .90 - .70 - ,30 + 2.00 3.30 2.60 2.00 1.40 1.00 60 10 .80 .80 1.20 3.10 3.80 4.10 4.80 4.30 3.90 2.90 -2. 30 2.00 1.40 1.10 0.90 .70 .60 .40 .00 .80 .60 .40 .40 .60 .50 .to .50 .80 1.10 1.30 1.50 1.60 1.90 2. -20 •2.50 4.00 8 60 11.70 11.60 9.50 7.40 6.90 5.60 6.30 -1.03 -1.02 -1.03 - 99 -1.00 -1.02 -1.03 -1.03 -1.03 -1.01 -1.01 - .98 - .96 - .98 - .99 -1.00 - .97 - 97 - .95 - .95 - .92 - .89 - .33 -t- 17 .88 2.00 4.50 10.48 9.49 6.67 ■2 3 i 6.50 6.40 6 00 9 4 70 10 4 •'O 11 3 70 I'i . . 3 30 IS 3 00 18 2. Ill 19 4.40 20 18.80 21 -23. 90 23 17.10 2g 26 10 .5(1 8 60 27 28 . 7.30 6.20 29 30 5.60 6.0O 4.70 11)99. 4.40 4.50 4.60 4.70 4.70 11.20 4i.50 49.30 40.60 40.40 33.70 31.90 28.00 25.00 22.20 20.110 19.60 20.10 18.00 16.10 14.00 12.20 11.00 11.00 20.30 29.30 20.20 22.50 18.60 15.70 14.80 26.10 29.50 27.00 29.00 45.50 60.60 51.40 51.70 48.60 43.10 37.80 82.80 28.80 26.70 22.90 21.00 19.90 20. 10 20.80 ■20.60 19.60 18.50 22.70 2:1. Jo 20.90 18.50 23. .W ,39.00 37.70 ■32.00 27.70 24.10 21.00 20.80 19.50 16.90 14.40 12.90 11.90 11.30 10.00 28.80 44.50 59.30 60.30 67.70 62.40 49.30 40.80 41.60 36.80 33.00 29.60 26.50 24.20 22.30 21.10 19.30 18.10 30,30 ■-",», -11) 24,^0 22,00 ■23 20 2-2,00 23,30 3.3. ■» 34.00 30.80 27.00 23. liO 20.10 "17.20 11.90 13.00 ir.co 10. .50 9.80 9.00 9. ,50 8.70 8.60 11.30 13.60 13.20 12.60 11.40 10. OO 8.90 7.90 7.00 fl.:!0 •5.80 5.:!0 4..'i0 4.40 4.40 7.60 6. .50 5.10 4.30 4.20 ■4.30 4.70 4.30 3.70 3.30 2.80 2.70 3.70 3.80 3.30 - 3.10 2.70 2.30 ■2.00 1.75 1.60 1.60 2.50 2.00 1.50 1,20 1,00 1,00 ,90 1.00 .80 .40 .40 .60 .50 .50 .50 .60 .70 .60 .40 .30 .20 .10 ,40 - .10 - .10 - .60 + .20 .20 .20 .■20 . .10 .10 .60 .30 - .70 - .10 - .30 - .20 - .30 - .40 - .10 - .40 - ..50 - .00 - .60 - .70 - .70 - .70 - .70 = :?2 - .60 - ..50 - .20 + .60 4.90 7.60 7.40 7.90 9. .50 9.30 8.60 6,50 4,90 3,40 2,70 2,00 1,90 1.80 1.-30 1.20 1.10 2.00 1.70 1.30 .90 .00 .40 .30 .30 .60 .60 .70 1.60 2.00 2.60 2.60 2.30 2.10 1.90 1.60 1.60 1.10 1.-20 .70 . 62 .23 - ,02 - ,17 - ,38 - .40 - 46 - .(■« - .73 - .79 - .71 - .73 - .78 - .83 - 80 - .88 - .90 - 9-2 - .94 - .99 -1.03 -1.05 -l.M -1.05 -1.01 -1.18 -1.28 -1.38 -1.60 -1.61 -1.80 -1.79 -1.51 -LIS -1.46 -1.31 -1.-30 - .96 - .78 - .72 - .70 - 88 - 94 -1.03 -1.07 -1.12 -1.16 -1.12 -1.10 - .84 - .73 - 71 - .88 - .94 -1.02 - .60 - .73 ^ .96 -1.03 4.83 2 3.50 3 2. 77 • 1 5 6 2. 03 1.50 1.22 98 8 .88 .58 10 U .60 ^.20 12 ■23 50 IS M 39.53 15.71 15 26.50 20.63 15.21 10.83 19 6.02 20 8.09 21 2i 9.63 10.80 10.63 24 25 22.01 29.04 26 27, 25.91 20.98 2S 29 17.09 15.80 30 14.62 31 12.51 1900. 1 .— 10.90 9.48 8.32 7.10 0.18 6.53 5. 12 4.84 4.60 4.50 7.12 SI. 03 31.60 28.18 24.09 20.12 16.50 ].f.28 1.5.80 25.08 32.60 29.44 24.54 20.43 17. 12 11. 12 12.14 10.47 9.10 8.27 7 60 6.92 6.40 5.00 5.71 6,40 9, .58 11.50 10.53 12.23 20.00 23.00 20.64 41.37 47,96 45,73 40, 23 34.74 29.75 25.88 22.43 19.90 23.58 26.50 24, 20 22.33 21.00 H. 14 25.44 26.00 23.30 20.29 17.43 16,31 27.58 39.00 36.03 31.03 27.34 23.78 20.43 17.40 16.63 21.18 20.28 1,S.80 ■15. 10 51.00 47.98 42.40 38.24 36.41 30.78 26! 25 51.20 21. .55 18.60 15.80 13.60 ri.27 12.17 11.44 10,29 9,97 10.68 •26. 35 ,52. 79 63.40 48.69 42.30 37.10 63.00 W.Oa 62. 17 59.35 66.10 51.71 46, ^20 41,88 37.94 33.94 2.5.73 .23.60 ■21.23 18.95 16.:J3 13.82 11.00 9.60 8. -20 7.23 6.80 0.50 6.12 ,5.90 5,48 4.98 4. .50 3.85 3.65 3.50 3. .52 3,39 3,65 3, .50 3.35 4.40 7.65 7.68 ^f 3.60 3.02 4.24 .5.30 13.95 15.16 20.98 ■21.60 ■20.92 21.75 .38. .52 31.70 24.73 19.00 16.95 1.?.60 19. -23 '29. 15 ■28.89 2.5.33 ■24.51 30 10 ■27.80 •25.38 24.55 ,50.00 58.36 56.35 Mi 48.35 46.35 41.00 33.88 32. -27 32.13 30.90 27.31 ■23.70 20.80 18.45 15.96 12. 90 11.05 10.60 12.90 10.:l5 8.50 7.00 6.00 6.60 6.35 8.50 8.00 8.10 8.70 7.40 0.80 1L83 11.05 9.85 8.00 6.50 6.16 4. 10 3.80 3.35 3.00 2. .50 2.30 2.10 2.00 1.75 1.60 1.10 1..50 1..I8 1.40 3.0O 4.40 3.75 3.00 ■2. 60 2.55 2.10 4.48 , 4.30 ) 3.25 2.40 2.10 2.60 5.60 6.00 4.07 4.30 3.58 2.80 2.30 1.90 1.50 1.40 1.10 .90 .80 1.40 5. 45 10.05 8.95 6.31 4.44 3.35 2.60 2.20 1.87 1.65 1.00 1.45 1.30 1.05 .90 .76 0.75 '.80 .00 .25 .40 .40 .80 1.60 3.90 6.05 O.IO 14.30 2-2.50 21.85 16.40 11.00 8.20 6.13 5.10 4.30 3.60 3.15 4.60 7. .30 10.10 8.65 6.75 5.40 4.70 4.10 3.70 4.20 5.10 5.40 5.65 6.05 4,45 3.90 3.50 3.10 •2.90 •2.70 •2.50 2.40 2.25 2.20 2. 10 '2.05 2.00 1.95 3.90 8.40 10.25 12.60 11.00 9.45 15.90 2-2.20 21.00 17.35 11.00 12.60 9.65 8.50 7.90 8.20 i: 10^20 10.65 9 9. 65 8.75 10... 8.15 7. .50 12 6,90 13 6,15 14 6.40 15...: Ili 17 r;. 65 6.45 6.10 18 . . . 5. 75 19 ; 5,30 5.45 21 i 22 23 6.30 8.35 11.90 17.00 25 18.70 26 . . 17.00 27 ,. 14.60 12.50 29 .,. 30 V 10, 95 10, 15 31 14,20 — - - 230 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Black Warrior River at Tuscaloosa, Ala. — Continued. Day. Jan. Feb. Mar. Apr. May, June, July. Aug. Sept. Oct. Not. Dec. 1901., 1 19. GO 19.00 17.90 14.70 13.00 11.60 10.26 9.60 8.75 8.30 17.40 62.70 66.50 63.25 47.25 41.45 86. SO 31.85 28.15 2.^.16 22.50 19.85 17.55 15.35 14.60 18.00 17.20 15.50 14.80 15.10 14.60 15.10 14.80 15.00 36.20 42.00 38.35 32.15 29.15 28.05 30.97 29.75 27.45 25.15 22.60 19.60 17,45 16,10 13,70 12,60 11,90 10,90 9.95 9.20 8.75 8.66 8.60 8.20 7,90 7.60 7.30 8.40 9.65 9.70 9.60 9,00 8.60 8.06 8,70 29.50 34.00 28,50 23.50 19.70 16.00 13,00 11.05 laoo 9,60 13.00 16.60 15.70 14.00 .13.80 28.50 37.25 34.60 29.00 24.80 24.86 28.00 26.60 32.60 35.10 31.60 27.60 24.30 20.90 17.90 14.50 12.50 11.00 10.00 11.-35 12.80 13.00 11.70 12.80 26.70 39.80 42.60 38.00 32.80 28.41 24.40 21.-00 17.90 14.90 12. .V) 10.90 9.40 8.60 7.90 7.30 7.00 6.35 6.16 6,00 6.70 6.60 6.00 4.60 5; 00 6.60 8.70 8.30 6.80 5.60 4.70 4.90 8.30 17.30 19.80 17.60 14.10 11,30 9.30- 8.16 7.00 6.90 .6._35 6.60 12.25 16,66 14.80 12.00 11.20 11.10 11.60 9,40 7.60 6.60 6.20 6.40 6,60 6.05 4.80 4.50 3.36 3,00 2,75 2,30 2,20 2.0O 1.97 1.85 1.70 1,65 1.65 1.70 1.73 2,00 2,30 2.60 2.30 2.60 2.40 .2.26 2.10 2.00 1.70 1.30 .90 .70 .60 .43 2.60 4.00 6.70 7.88 6.00 4.60 3.20 2:60 2.00 1.60 1.06 .90 .60 .60 0,70 ,60 .85 1.00 .80 .75 ,60 ,50 .86 .25 .20 .66 .66 - .80. \^ 17.00 26.30 22.70 25.70 82.10 32.60 81.W 26.80 22,-40 18.30 14.10 9.85 7.90 7.41 7.10 6.11 6.10 8:60 3.05 ,2.81 2.36 2.04 1.90 \z 1.41 1.30 ,2.52 6.70 8.00 -6.10 12.21 16.00 14.60 10.60 7.60 6.70 4.51 ».90 3.40 2.91 2.60 2.91- 4.80 6.40 6.91 S.OO 6,72 5.30 4.50 8.45 3.02 Z.50 2.31 2.10 1.95 3.41 8.30 3.97 3.80 8.61 3.00 2.70 2.30 2.00 1.81 1.61 1.45 1.31 1.20 L05 .81 .56 .90 .90 0.85 .80 .75 1.00 1.10 l.IO 1.05 1.00 .95 .90 .90 .85 1.00 i:^ .98 .90 .93. 1.10 I.SO 1.40 1.70 2.00 2.05 2.00 1:11 2.00 l.«5 1.91 1.60 1.50 3 . .. 1.40 4 ... 1.40 6 c 1.31 1.95 7 1.90 9 ,... 10 11 2.60 3.80 5.80 5.70 U .- 7.40 31.00 le:::::;:::;::;: 40.75 35.00 18 4 , 27.00 19 21.60 16.41 21 12.10 22 9.95 23 7.00 24 6.80 25 7.3Q 26 S;;.;::;;:::::: «.S4 9.00 29 86.80 li'.::::::::::::: 1902. 1 .44.00 38.80 34.10 28.60 24.80 21.16 15.60 14.00 12.60 11.00 9. SO 8.60 8.00 7.30 6.70 6.11 6.66 6.0O 6.05 7.81 11.00 16.15 20.81 20.81 18.60 16.85 16.60 20.00 28.00 27.87 28.60 87.80 47.60 48.40 46.00 40.00 36.00 81.00 28.16 24.88 21.60 18.00 15,40 13.00 11.00 U.60 19.85 21.81 19.70 17.56 16.00 14.61 14.00 13.60 13.05 ;12.60 13,00 14,00 41.61 49. «7 48.10 44.00 S7.60 33.60 36.78 35.00 .31.61 28.60 25.61 23.10 20.40 17.70 6.61^ 6.00 17.60 31.80 29.60 25.00 21.30 !?:?§ 16.21 13.80 18.30 19.00 36.60 60.36 60.60 58.30 67.40 62.88 46.60 89.70 35.00 S2.00 29.00 26.91 32.70 36:75 32.81 29.06 26.00 23,32 20.61 18.00 15.82 14.41 12.93 U.85 10.67 9.61 8.80 8.05 7.72 7.30 7.05 6.72 6.41 .5.90 B.76 10.86 9.90 8.82 6.61 6.60 6.00 4.76 S.U 5.15 4.76 «.S» 4.05 S.76 3.52 3.15 3.60 6.01 6.52 6,10 6.31 4.65 3.90 3,60 3,06 2.82 2.75 2.35 2.03 1.05 1.81 1.66 1.48 1.40 1.62 1.40 1.30 •1.25 l.W 1.10 1.06 1.00 .91 .80 .72 .70 .66 .53 .60 .80 1.00 1.60 1.70 1.72 1.80 1,85 1.60 1.10 .65 .40 .40 0.35 .30 .16 .00 .00 .03 .05 .06 .16 .20 .25 .25 .15 .16 .10 .10 .05 .05 .04 .03 .03 .04 ;iM .10 .11 .10 .11 .07 .05 .05 .04 0.«4 .05 .08 ,.16 1.80 2.30 1.90 1.35 81 .09 .49 .48 .39 .26 ,18 .16 .14 .10 .08 .05 .01 .10 .12 .15 .10 .08 .15 .61 1.46 1.68 1.98 2.6» 2.20 2.85 4.87 4.65 3.60 2.52 2.00 1.60 1.32 1.12 .85 .71 .50 .40 .25 .16 .12 .75 2.21 3.51 3.92 4,30 4,60 4.76 4.83 4.90 6.20 5.08 6.65 ■ 5.10 6.15 6.00 4.91 4.80 4.73 4.55 4.45 4.40 4.42 4.31 4.25 4,21 4.19 4.13 4.10 4.00 , 4.03 , 4.08 4.03 3.98 8.94 8.90- 8.89' 8.86 3.80 3.75 . 8.70 3.81 3.95 5;61 5.60 5.00 6.60 6.52 5.31 5.15 5.00 4.95 4.90 9.65 15.40 14.« 11.75 8.98 7.45 6.40 G.OO 6.83 5.76 5.60 5.60 5.52 6.46 6.35 6.29 6,00 4.90 4.91 4 90 4.92 4.90 4.89 4.89 4.90 4.91 4.94 5.00 4.94 4.91 4.89 4.89 4.90 4.S0 4.91 4.90 4.89 4.90 5.25 5.60 5.54 5.50 5.50 5.46 5.42 5,69 6,76 13,90 13.40 10,42 9,65 6,03 5,17 6.68 5.55 5.21 5.04 4.98 4.90 4,88 4.84 4.80 4.87 4.91 4.87 4.92 4.97 4.98 4.91 4.90 4.88 4,86 4.80 4.78 4.75 ■4.73 4.76 4.74 4,75 4.73 4,70 8.60- 2 8 .; 13:55 4 16.65 7 8 A . , 14.90- 13.40 9 11.76 10 9.10 8.60 8.06 it:!:::::::::;;: 7.85 16 , 7.45 15.00 29.69 ■8 19 28.86 23.90 20...., 19.15 21 22 16.30 18.00 20.30 24 26 18.10 16. a 13.60 27 12.00 28 10.95 M 10.00 11.10 12.61 1903. 1 . . 13.20 13.75 16.68 23.60 22.62 19.81 17.10- 15.11 13.31 12.10 12.53 23.95 28.41 25.75 21.90 19.01 16.11 n.60 12,51 11.86 11.06 10.84 9.98 9.61 8.65 8.25 8.06 9.85 12.35 14.72 14.56 13,35 12.66 13.76 18.55 35.00 37.85 36.0O 66.35 66,86 61.60 62,00 53,75 61,10 46,15 41,11 40.50 66,65 "56.75 52.95 46,75 41.35 36,60 32,30 28,86 26.10 23,95 22, or 46,4a. 51.30 62.41 47.25 41.42 36.90 33.11 37,82 36.60 39.15 39.20 37.76 35.12 33.80 36.15 36.00 33.84 31.12 28.66 26.15 18! 8d 17.65 16.15 14.80 13,48 ]■> JO ■Wif, 16.70 16.65 16.80 14.12- ,13.10 12,30 11.60 11.15 12.30 22,35 20,10 16.50 14.35 21.20 32.12 28.20 23.40 18.36 16.00 14.60 14.90 17.98 16.90 13.81 12.30 11.30 8,60 8.16 7.90 7.75 7.45 7.15 6.92 6.89 7.00 6.90 6.76 7.05 8,65 14.35 36.85 43.40 43.10 37.10 30.66 26.80 21.66 17.60 18.86 11.10 9.80 9.0O 7.15 7.32 9.60 12.60 14.21 12.35 12.40 13.35 16.83 16,60 12,20 10.60 10.86 11.00 10.35 9.45 8.30 7.65 7.08 6.70 6.46 6.20 6.23 7.20 6.95 6,75 6,83 7.80 m^ 6.91 6.55 6.43 6.90 6.66 5.44 6,80 6,35 6.15 5.90 5.75 6.50 6.26 6.36 6,62 6.70 6.65 e:25 6.90 6.81 6.70 6.46 6.10 6.06 4.75 4.70 4,83 4.90 sm 7.86 ,4,75 6.50. 6.95 7.40 8.65 7.66 6.96 6.60 6.80 6.72 6.65 6.10 6.36 6.15 6.10 6.0O 9.96 6.26 <.«0 6.85 7.82 7.60 6191 6.65 6.10 6,65 5.46 5.25 4.95 6.35 6.16 3.98 8.95 l:S 3,65 3.98 4.20 4.70 4.75 4.90 4.97 5.10 5.15 4.95 4.96 4,93 4.98 5.01 4,99 4.98 4,90 4,85 4,76 4,65 4.60 4,50 4,60 4.60 4.68 4.76 4.81 4,71 5 : :: : 4.72 3 4.78 4 . ... 4,84 6 6 7 4,85 4,87 4.86 9 4.88 11 .*. 4.90 J2...... rS 14 15... 16 . 4.86 4.86 4.M 4. 80 4.92 9.05- 5.28 5. IS 5.48 9.60 5:51 5,39 6.15 .5.12 \m .V07 17 . . . . . 18 19 20 21 22 23.- 24 25 26 . 27 »:;:;;';:;:.;: 30 31 11.62 9.46 11.78 8.95 13.50 Black Warrior River at Tuscaloosa, Ala. 231 Daily gage height, in feet, of Black Warrior River at Tuscaloosa, Ala. — Continued. Day Jan.' Feb. Mar. Apr. May June July Ausf. Sept. Oct. Nov. Dec. 1904 1 S.02 5.00 6.03 5.01 4.98 4.95 5.06 6.18 6.10 5.41 6.32 5.61 5.40 5.28 6.16 6.08 6.32 6.60 5.50 6.49 6.60 6.70 11.68 12.70 11.16 9.48 8.20 7.40 6.90 6.65 6.40 12.1 10.11 9.55 8.4 7.9 7.75 7.65 8.6 9.26 9.1 10.05 20.8 45.6 46.07 40.2 33.51 27.6 23.31 19.5 16.4 15.1 14.02 12.7 11.65 11.2 10.1 9.7 9.1 8.5 12.16 19.1 6.40 6.S6 6.40 6.37 6.30 6.28 6.30 6.70 7.68 8.75 11.05 12.16 10.73 9.55 8.70 8.07 7.53 7.10 6.80 6.80 7.05 7.35 7.45 7.36 7.31 7.23 7.12 6.84 6.71 19.2 17.1 16.1 13.76 13.15 31.8 40.4 40.0 65.35 56.9 54.45 48.98 44.75 42.98 39.35 35.25 31.59 28.68 26.45 25.0 39.98 47.65 46.2 39.9 34.9 30.6 27.05 24.2 6.57 6.42 6.40 6.31 6.23 6.05 9.30 15.76 17.50 16.25 12.94 11.07 10.21 10.85 17.60 22.24 19.00 15.34 13.10 11.73 10.71 9.86 9.25 9.40 14.00 15.40 14.71 18.50 20.60 17.85 15.03 21.4 18.69 15.8 13.5 12.0 11.3 10.65 10.35 10.4 15.1 27.12 23.6 19.3 16.21 13.85 12.45 11.42 10.82 10.15 10.2 14.5 21.05 21.62 18.8 16.2 14.35 13.S6 m 10.63 9.96 13.06 6.86 6.10 6.40 6.91 6.50 6.01 5.53 6.60 5.45 5.35 5.30 5.31 6.30 5.28 5.20 5.10 5.10 6.00 4.80 4.70 4.62 4.60 4.43 4.30 4.21 3.98 3.85 4.54 4.88 4.80 4.75 8.16 9.80 8.10 6.91 6.63 5.90 6.45 5.40 6.00 7.98 7.71 7.02 7.22 9.00 8.82 7.40 7.00 6.90 5.50 5.31 5.23 4.70 5.10 5.38 5.60 6.76 6.40 5.38 6.40 6.12 6.24 15.35 12.8 12.25 10.76 8.75 7.53 7.25 7.15 7.35 7.0 7.02 9.6 12.26 11.75 9.6 8.0 6.9 6.25 6.9 6.6 6.41 6.26 6.1 6.25 6.42 9.36 8.75 ^m 6.22 6.17 5.29 5.29 5.55 6.53 6.89 6.70 7.32 9.50 9.90 9.73 8.17 8.39 10.30 10.56 9.24 8.40 7.52 6.92 6.87 6.44 6.16 5.59 5.33 5.14 5.08 4.80 4.84 4.90 4.98 5.16 4.78 6.25 6.35 6.55 6.2 6.85 5.62 6.46 5.55 6.25 6.2 6.35 6.9 9.45 10.66 9.8 9.65 9.25 11.25 11.0 10.16 13.3 16.86 9.7 8.76 8.5 15.65 23.0 1 17.4 12.6 9.66 8.1 4.90 4.93 4.82 4.78 4.60 4.80 4.87 4.90 4.85 4:90 4.80 4.71 4.70 4.69 4.66 4.60 4.50 4.50 4.60 4.46 4.45 4.44 4.43 4.40 4.40 4.38 4.35 4.34 4.40 4.40 4.38 4.35 4.36 4.38 4.40 4.40 4.29 4.30 4.29 4.29 4.30 4.35 4.33 4.33 4.33 4.33 4.16 4.16 4.16 4.17 4.17 4.16 4.15 4.16 4.16 4.16 4.15 4.16 4.15 4.14 4.13 5.0 4.9 4.9 5.0 4.95 4.92 6.2 5.5 6.6 6.4 5.42 5.66 8.4 8.25 7.36 6.75 6.65 7.7 7.72 7.2 6.65 6.23 6.9 5.72 6.6 6.6 6.9 6.26 7.0 6.76 6.45 4.12 4.12 4.23 4.70 4.70 4.61 4.66 4.83 4.76 4.66 4/65 4.55 4.48 4.40 4.36 4.34 4.30 4.25 4.30 4.25 4.27 4.70 4.71 4.70 4.69 4.55 4.57 4.54 4.44 4.25 6.16 6.92 5.8 6.7 5.5 5.45 6.35 5.3 6.2 6.3 5.3 5.76 6.78 7.0 6.72 6.4 6.22 6.03 5.9 5.82 5.75 5.6 6.0 6.9 6.8 6.72 6.6 5.61 5.7 5.8 2 3 12.20 12.25 12.10 11.06 10.10 9.91 12.30 18.48 20.65 18.13 15.00 18.13 11.45 10.20 8.50 8.45 8.35 8.15 7.80 7.45 7.15 7.09 7.01 7.40 7.41 7.20 7.18 7.15 7.10 6.75 6.40 6.21 5.98 6.86 6.64 5.53 5.42 5.98 6.17 6.08 5.95 5.80 6.63 6.40 6.21 6.18 5.10 5.08 5.06 6.00 6.00 4.98 4.96 4.91 4.88 4.86 4.80 4.81 4.95 15.75 16.5 16.02 13.3 11.85 10.68 10.4 12.35 18.0 16.8 14.36 12.35 10.81 10.11 9.8 9.7 .9.91 10.02 11.75 9.8 9.2 9.95 1S.16 16.82 14.81 14.6 14.51 Wol 12.51 10.6 4 6 7 8 9 10 11 12 IS 14 _.. 15 17 18 19 20 21 22 23 24 25 26 „.. 27 28 „ 29 _.„ 30 ,^ 1905 1 9.41 8.95 8.68 8.4 8.5 8.75 8.9 8.95 15.6 13.2 11.1 9.86 9.3 9.0 8.6 8.6 8.6 8.4 8.21 7.85 7.65 7.72 8.05 8.32 8.15 9.1S 10.88 13.26 9.15 8.95 8.2 7.05 6.58 6.25 6.95 6.8 6.66 6.1 5.08 6.06 6.04 6.0 5.4 5.35 6.4 6.36 7.4 6.4 6.11 6.75 5.85 7.25 6.9 7.28 6.98 14.46 7.6 6.7 8.75 16.3 18.05 14.0 10.7 8.75 7.65 6.95 6.45 6.2 6.2 6.45 6.66 6.6 6.2 5.8 6.55 5.4 5.3 6.25 6.8 5.6 6.4 6.3 5.15 5.3 4.95 4.9 6.72 3 ."[. 6.9 6.56 4 5 .. 7.65 9.7 6 10.46 7 9.55 8 8.8 9 8.86 10 9.1 11 . 10.15 12 10.0 13 9.35 14 8.9 15 9.1 16 10.8 17 16.1 18 16.2 19 14.6 20 13.12 21 13.02 22 17.8 23 21.15 24 20.9 25 22.6 26 20.6 27 17.6 28 15.35 29 SO 15.15 15.15 SI 232 Water Powers of Alabama; Second Report. Rating table for Black Warrior River at Tuscaloosa, Ala., from 1895 to 1901. Gage Dis- Gaee Dis- Gage Dis- Case Die- neieht. cbarse. height. charge. height. charge. height. charges Feet. Sec-feet. Feet. Sec-feet. Feet. Sec-feet. Feet. Sec-feet- —2.0 88 3.8 1,890 16.0 8,660 21.5 12,050 —1.8 92 4.0 2,000 16.2 8,760 21.6 12,140 —1.6 100 4.2 2,111 16.3 8,810 21.7 12,230 —1.4 110 4.4 2,222 16.4 8,860 21.8 12,320 —1.2 120 4.6 2,333 16.6 8,920 22.0 12,600 —1.0 130 4.8 2,444 16.6 8,980 22.2 12,700 — .8 160 5.0 2,655 16.7 9,040 22.3 12,800 — .6 175 6.2 2,666 16.8 9,100 22.4 12,900 — .4 206 6.4 2,777 17.0 9,215 22.5 18,000 — .2 240 6.6 2,888 17.2 9,316 22.6 13,100 .0 280 5.8 3,000 17.3 9,366 22.7 13,200 .1 310 6.0 3,110 17.4 9,415 22.8 13.300 .2- 340 6.2 3,210 17.6 9,475 23.0 13,600 .3 370 6.4 3,310 17.6 9,536 23.2 13.740 .4 400 6.6 3,430 17.7 9,595 23.3 13,860 .6 430 6.8 3,650 17.8 9,665 23.4 13,980 .6 460 7.0 3,666 18.0 9,770 23.6 14,100 .7 490 7.2 3,765 18.2 9,870 23.6 14,220 .8 630 7.4 3,865 18.3 9,920 23.7 14,340 .9 666 7.6 3.985 18.4 9,970 23.8 14,460 1.0 600 7.8 4,105 18.5 10,030 24.0 14,700 1.1 636 8.0 4,220 18.6 10,090 24.2 14.960 1.2 670 8.2 4,320 18.7 10,160 24.3 16,090 1.8 710 8.4 4,420 18.8 10,210 24.4 16,200 1.4 750 8;6 4,540 19.0 10,326 24.5 16,360 1.5 790 8.8 4,660 19.2 10,425 24.6 15,480 1.6 830 9.0 4,776 19.3 10,475 24.7 16,610 1.7 870 9.2 4,875 19.4 10,525 24.8 16,740 1.8 910 9.4 4,975 19.6 10,585 25.0 16.000 1.9 956 9.6 6,095 19.6 10,645 26.0 17,600 2.0 1,000 9.8 5,216 19.7 10,705 28.0 21,500 2.1 1,045 10.0 6,330 19.8 10.76!> 30.0 26,500 2.2 1,090 11.0 5,886 20.0 10,880 32.0 31700 2.3 1,136 12.0 6,440 20.2 11,020 34.0 38,000 2.4 1,180 13.0 6,996 20.3 11.090 36.0 45,000 2.5 1,226 14.0 7,650 20.4. 11,160 38.0 63,000 2.6 1,270 16.0 8,105 20.6 11,230 40.0 61,000 2.7 1,320 15.2 8,206 20.6 11,305 42.0 69,000 2.8 1,370 15.3 8,256 20.7 11,380 44.0 77,000 2.9 1,420 15.4 8,306 20.8 11,466 46.0 86,000 3.0 1,470 16.6 8,365 21.0 11,600 48.0 93,000 8.2 1,570 16.6 8,425 21.2 11,780 60.0 101,000 8.4 1,670 16.7 8,486 21.3 11,870 52.0 109,000 8.6 1,780 15.8 8,545 21.4 11,960 54.0 66.0 117,000 121,000 Digitized by Microsoft® Black Warrior River at Tuscaloosa, Ala. 233 Estimated monthly discharge of Black Warrior River at Tuscaloosa, Ala. [Drainage area, 4,900 square miles.] Month. 1895, January February March.. .\pril May June July August September October November December The year . . 1896, January February March April May June July.. August September October November December The year . . Dl^barge In second-teet. Maximum. 103,400 14, 830 109,000 14,700 13,860 3,665 9,970 2,500 1,836 310 750 11,600 109,000 ,24,610 •47,000 52,600 14, 100 49,800 9,970 4,420 750 400 260 600 4,045 52,600 Minimum. 2,777 4,775 4,540 3,665 2,000 1,000 1,000 565 310 140 280 530 140 2,444 3,665 3,160 2,721 1,370 i;090 460 310 120 120 120 430 120 Mean. 25,464 7,603 39,977 6,895 5,511 2,133 3,581 1,098 883 233 488 2,021 7,991 5,981 19,161 12,996 6,072 7,420 2,910 1,232 .478 201 157 307 .965 4,822 RimK>fr. Becond'feet per square mile. 6.20 1.55 8.16 1.41 1.12 .44 .73 .22 .18 .06 .10 .41 1.63 1.22 3.91 2.65 1.24 1.51 .'59 .i6 .10 .04 .03 .06 .'19 .98 Peptbin inches. 6.00 1.61 9.42 i.57 1.29 .49 .84 .25 .20 .06 .11 .47 22.31 1.41 4.22 3.06 1.38 1.74 .66 .29 .12 .04 .03 .07 .22 13.23 Digitized by Microsoft® 234 Water Powers of Alabama; Second Report. Estimated monthly discharge of Blaclc Warrior Biver at Tusealoosa, Ala. — Continued. [Drainage area, 4j900_sguare_miles.]_. Month. 1897. January... Februfirjr . . March April May June July August September. October ... November . December . The year , 1898. January . . . February . . March April May June July August September. October ... November . December . Diacbarge in second-feet. Minimum, The year . 10,500 17,440 120,080 25,285 11, 195 1,697 7,810 1,595 600 102 125 29,000 120,080. 75,000 12,230 17, 120 55,800 6,060 710. 1,395 7,600 670 2,444 6,265 14, 580 75,000 385 1,945 4,540 2,610 1,000 260 240 355 102 90 107 115 90 1,972 1,752 1,370 4,295 370 160 250 430 140 130 280 1,045 130 3,493 8,409 52, 883 9,657 3,600 715 1,809 701 . 295 93 115 5,549 Run-o9. Second-feet per square mile. 7,277 16,577 3,902 3,626 15,620 1,766 303 549 1, 785 252 880 1,626 3,763 4,221 0.71 1.72 10.79 1.97 .73 .15 .37 .14 .06 .02 .02 1.13 1.48 3.38 .80 .74 3.19 .36 .06 •11 .36 .05 .18 .33 .77 .86 Depth in inches. 0.82 1.79 12.44 2.20 .84 .17 .43 .16 .07 .02 .03 1.30 20.27 3.90 .83 .85 3.56 .41 .07 .13 .41 .06 .21 .37 11.69 Digitized by Microsoft® . Black Warrior River at Tuscaloosa, Ala. 235 Estimated monthly discharge of BlacJc Warrior River at Tuscaloosa, Ala. — Continued. [Drainage area, 4,900 square miles.! 1899. January February .. March April May June July ...... August September. October November . December . The year 1900. January February March April May June July August September October November.- December The year . 1901. January . . . February . . March April May - • ' June July August September . October November . December . Discharge in second-feet. 81,375 90, 375 122, 625 32,800 4,165 1,000 5,035 3,370 670 175 5,590 47,650 122,625 29, 760 76, 312 87, 750 136,687 11, 825 115,312 52,000 5,245 5,680 13,000 12,700 10, 150 136, 687 Theyear 108,375 2,222 10,030 5,330 4,540 790 175 160 370, 110 92 127 460 92 2,277 2,555 .8, 280 5,302 1,645 2,138 2,888 750 512 355 977 2,721 18, 118 30,923 35,308 11,901 2,092 448' 1,111 963 200 130 721 8,880 Run-otr. 9,233 355 108, 375 4, 370 55, 100 4, 165 40, 900 3, 815 57,020 5,330 10, 765 2, 333 9,010 850 .3,815 415 29,550 340 8,660 710 4, 775 445 1,622 512 9,857 18, 356 27,105 48, 426 3,702 32,614 10,952 1,674 1,580 3,382 3,70rl 5, 119 13, 872 340 22,938 15,094 11,947 17,370 4, 355 3,217 1, 210 7, 117 2,626 1,536 712 13,293 8,454 3.70 6.31 7.21 2.43 .43 .09 .23 .20 .04 .03 .15 1.81 Depth In inches. 1.89 2.01 3.75 5.5S 9.88 .76 6.66 2.24 .34 .32 .691 .76. 1.05 2.83 4.68 3.08 2.44 3.55 .89 .66 .25 1.45 .54 .31 15 2.71 1 73 4.27 6.57 8.31 2.71 .49 ao .26 .23 .04 .03 .17 2.09 25.27 2.32 3.90 6.37 11.02 ..88 7.43 2.59 .39 .36 .80 .85 1.21 38.12 5.39 3.21 2.81 3.96 1.03 .74 .29 1.67 .60 36 17 3.12 23.35 236 Water Powers of Alabama; Second Report. CI^BAR CREEK AT ELK, AI°^EfJifi/^^cH^^f^ff^^l^}§l^lS^ '^^^ rating curve isa tangent, the , 242 Water Powers of Alabama; Second Report Estimated monthly discharge of Locust Fork of Black Warrior River at Palos, Ala. [Drainage area, 1,020 square miles.] Month. 1902. January February .■ March , April May June ~. July. Augiist September October .. . November December The year . . 1903. January February March.. April May June July ,. August September October November December The year . . t>iaohHrR« in B*\;ond-feet Maximiun. MLuiluoni. ^[eAii. 7,800. 21,900 40,050 8,250 900 190 390 900 140 2,550 1,650 4,500 40,050 4,650 40, 290 29,490 17, 250 20, 310 2,670 720 845 230 230 167 115 40,290 900 1,500 1,800 610 190 140 100 100 100 100 100 490 100 605 980 1, 265 845 393 230 77 77 .46 46 46 77 46 St!cond-(e4;t per square mile. 2,468 4,746 8,400 2,635 374 160 133 157 104 359 282 1,784 1,800 1,428 11,498 4,833 3,246 2,097 758 276 326 64 66 89 86 2,064 2.42 4.65 8.24 2.58 .37 .16 .13 .15 .10 .35 .28 1.75 1.76 1.40 11.27 4.74 3.18 2.06 .74 .27 .32 .06 .06 .09 .08 2.02 Depth in incbes. 4.84 9.50 2.88 .43 .18 .15 .17 .11 .40 .31 2.02 23.78 1.-61 11. 74 5.46 3.55 2.37 ,83 .31 . .37 .07 .07 .10 .09 26.57 Digitized by Microsoft® Locust Fork, Black Warrior Rwer, Palos, Ala. 243 Estimated montniy discharge of Black Warrior River (Locust Fork) at Palos, Ala., for 1904. [Drainage area, 1,020 square miles.] Discharge in second-feet. Month, January ... February March April May June July August September October November December . The year.. January ... February March April May _ June July August September October . November . December . 1905 i Maximum. I Minimum. I I 2,890 1,680 8,100 3,250 480 2,020 2,630 3,260 165 230 230 8,990 8,100 22,300 39,900 3,800 1,070 3,610 6,700 4,760 6,900 2,020 690 690 5,510 67 305 390 480 67 34 110 165 34 34 34 67 34 680 1,210 690 480 810 230 230 110 110 110 230 680 Run-off. I Sec.-feet i Depth Mean. I per square | in I mile. I inches. 705 1,649 1,032 244 225 511 818 63, 49.1 99.8 806 546 2,767 8,381 1,417 707 1,686 1,049 1,089 1,143 459 463 383 2,145 The year . 39,900 110 1,807 0.349 .691 1.62 1.01 .239 .221 .501 .802 .063 .048 .098 .789 .636 2.71 8.22 1.39 .693 1.66 1.03 1.07 1.12 .460 .454 .376 2.10 0.402 .746 1.87 1.13 .276 .247 .578 .925 .070 .055 .109 .910 7.32 3.12 8.56 1.60 .773 1.90 1.15 1.23 1.29 .502 .523 .418 2.42 1.77 23.49 VILLAGE CREEK NEAR MULGA, AEA. This Station is located on Village Creek about one-fourth mile below the mouth of Venison Branch, near Mulga, Ala. The gage consists of a 16-foot rod located on the left bank of the creek. About 200 feet below this point is a runway suspended from a cable across the creek, from which discharge measurements are made. Discharge measurements and gage heights have been furnished by the Tennessee Coal, Iron and Railroad Company. Discharge measurements of Village CreeTc near Mulga, Ala., in 1908-1909. Date. Gage height Feet. Dis- charge. Sec.-feeL Date. Gage height. Feet. Dis- charge. Sec-feet 1908 December 22 4.50 1,110 tize^py , January 28 ....... February 24 1.30 3.65 4.65 6.30 .80 .80 56 780 1909 April 22 April 23 1,260 2,030 yjfifcveniVv ;6* _.... ''mveiaber 16t 3.4 January 9 4.1 *Made one-half mile below dam. fMade at dam site. 244 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Village Greek near Mulga, Ala., for 1909. Day. Tan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1909 1 1.3 1.3 1.3 3.0 3.0 2.6 2.0 1.75 1.7 1.55 1.5 1.5 1.5 2.2 2.4 2.0 1.85 1 65 1.0 1.55 1.5 1 45 1.4 i:55 1.3 1.3 1.3 1,3 1,3 1.3 1.2 1.2 1.15 1.1 1.2 1.85 1.4 1.33 2.3 2.6 1.85 1.7 3.7 4.4 5.0 4.0 2.8 2.4 3.0 2.2 2.0 5.0 2.8 3.6 2.6 2.2 1.95- 1.9 1.4 1.4 1.4 1.4 1.4 1.35 1.3 1.3 1.3 1.2 1.4 1.58 1.4 1.3 1.25 1.2 1.32 2.66 1.95 1.5 1.8 2.25 2.0 2.2 1.85 1.75 2.55 3.4 1.85 1.9 1.8 1.7 1.65 1.65 1.65 2.6 6.1 5.2 2.9 8.2. 8.8 5.0 3.4 2.8 2.6 2.3 2.0 5.4 3.2 2.6 2.4 2.2 2.6 2.0 1.9 1.95 1.7 1.65 1.45 1.75 1.55 2.25 2.0 1.75 1.8 1.5 1.25 1.2 1.95 1.85 . 1.6 1.55 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.45 1.5 1.5 1.5 1.4 1.4 4.0 2.2 2.0 1.85 1.7 1.65 3.5 2.1 1.85 1.75 1.7 1.65 1.6 1.55 1.5 5.2 6.2 2.8 2.6 4.2 ' 3.8 3.2 2.4 2.4 1.2 1.2 1.2 1.2 1.3 1.25 1.2 1.2 1.1 1.1 1.1 1.7 1.4 1.25 1.25 2.0 2.05 1.5 1.4 1.35 1.3 1.'25 1.3 1.3 1.3 1.2 1.15 1.1 1.1 1.1 5.3 2.5 2.2 2.0 1.9 1.9 1.85 1.8 1.75 1.7 1.6 1.5 1.5 1.5 1.5 2.3 1.6 1.5 1.5 1.55 1.55 1.5 1.4 1.4 2.2 2.6 2.1 2.1 1.8 1.8 1.85 1.1 1.1 l.O 1.7 1.3 1.2 1.2 1.45 1.25 1.2 1.1 1.1 1:55 1.0 1.05 1.05 .95 .95 .2.75 2.3 "i'.i" 1.45 1.35 1.3 1.3 1.25 1.15 1.65 1.65 7.0 4.4 2.7 2.2 2.0 1.85 1.8 1.75 1..7 1.65 1.5S 2.0 2.3 1.95 1.85 1.75 1.65 2.8 3.0 3.6 3.4 2.6 2.7 2.2 1.9 1.9 1.8 1.7 1.1 1.05 .95 .9 2.4 1.65 1.3 1.2 1.8 .2.85 2.35 2.4 1.5 1.3 1.3 1.2 1.1 1.1 1.0 1.05 1.1 1.1 1.15 1.6 1.15 1.1 1.0 1.0 1.55 1.3 1.7 1.65 1.55 1.55 1.5 1.5 1.4 1.6 1.7 1.6 1.35 1.3 1.9 3.4 1.85 1.75 1.65 1.45 1.35 1.3 1.25 1.2 1.75 1.45 1.4 1.35 H 1:2 1.25 1.3 2.4 6.7 4.1 4.8 3.4 3.3 2.9 2.2 1.9 .2.2 3.2 2.7 2.5 3.6 1.1 1.7 1.8 6.4 1.4 1.2 1.2 1.2 1.2 3.7 2.2 1.6 1.4 1.3 1.3 1.2 1.3 1.3 1.2 1.25 1.75 1.4 1.4 - 2.2 1.4 1.4 1.35 1.3 1.3 1.3 1:1 1.2 1.15 1.05 1.15 1.05 1.0 1.0 9 9 9 .9 .9 . >9 .9 .9 .9 . 1.2 1.2 1.15 2.6 1.9 2.0 2.55 2.05 1.45 1.75 1.35 4.5 2.3 1.65 1.35 1.25 1.2 1.2 1.15 1.1 1.1 1.05 1.0 1 1.0 1.0 1.05 .9 .9 .8 .8. 1.1 1.1 1.0 .95 9 .9 9 1.6 1.05 1.1 1.0 1.0 1.0 .9 9 .9 .9 .9 .9 9 1.2 1.0 1.0 1.0 1.0 1.0 .9 .9 9 .9 0.8 .8 1.1 1.2 1.25 1.25 1.0 .95 .9 2.65 1.2 1.0 .9 .95 .9 .8 .8 .8 .8 8 :l .8 1.35 .9 .8 .8 8 ..98 .9 0.9 .85 .8 .S .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .9 .9 .9 1.0 1.0 1.55 1.25 1.15 2.0 9 .8 .« .8 .8 .8 8 1.05 .8 .75 .6 1.2 1.9S 1.15 1.1 1.0 .9 .9 9 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .75 .7 .6 .75 .8 .8 .8 .8 0.8 8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 8 8 8 .8 .8 .8 .9 .9 .8 .8 .8 8 .8 .8 0.7 .7 .65 .6 .9 .95 .8 .8 .8 .8 .75 .7 .7 .6 .6 .6 .6 .6 .6 .7 .8 .8 .7 .75 .65 .6 .8 2.S 1.1 .9 0.8 2 1.0 3 1.05 1.0 5 C 1.0 1.1 7 2.4 8 1.85 9 1.75 10 1.65 11; ... 1.45 12 1.7 13 14 1.85 1.7 15 16 17 1.55 1.4 1.4 18... 19 20 21 22 23 24 .. 25 20. .... 27 28 29. 30 31.: 1910 1.4 1.5 1.6 L6 1.05 1.1 1.3 1.35 1.3S 1.3 1.2 1.2 1.1 1.0 0.S 2 .6 3 .6 2.1 5 2.15 6 2.75 7 1.25 8 1.15 9 1.0 10 1.0 11 1.0 12 13 14 15 ' '1.4' 1.4 1.3 1.2 1.3 1.4 1.4 2.2 1.8 1.6 1.6 1.5 1.5 1.5 1.6 1.6 1.5 l.S .95 .9 .8 .8 16 17. 18 19 20. . 21 22 23 24 - .8 .75 .9 .8 .8 .75 .7 1.0 .9 25 26 27 .9 .8 .8 28 ,8 29 30 .9 1.S5 31 .... I.IS Digitized by Microsoft® Locust Fork, Black Warrior River, Palos, Ala. 245 Daily discharge, in second-feet, of. Village Creek near Mulga, Ala., for 1909. Hay. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. Oct. Nov. Dec. 1 5S 55 55 S40 540 392 200 138 127 98 89 89 89 268 324 200 101 117 107 98 89 80 71 71 G3 55 55 55 55 55 55 41 41 35 29 41 ICl 71 03 290 392 151 127 828 1, 140 1,410 900 404 324 540 258 . 200 1,410 iM 786 392 258 186 173 ICl 173 149 127 117 117 117 3^2 ],4liO 1,500 502 2,9(i0 3,200 1,410 702 404 392 290 200. 1,590 620 392 324 258 392 200 173 18G 127 98 80 80 89 89 89 71 71 9I'« 258 200 If.l 127 117 744 228 101 138 127 117 107 98 89 1,500 1,980 464 392 1.050 872 620 324 324 1,.'>50 358 258 200 173 173 IGl 149 138 127 89 89 89 .89 89 290 107 89 89 98 98 89 71 71 258 392 228 228 149 149 161 117 117 2,360 1,140 428 258 200 ICl 149 138 127 117 98 200 290 186 IGl 138 117 464 540 786 702 392 428 258 173' 173 149 127 127 117 98 98 89 89 71 107 127 107 ,03 55 173 702 161 138 117 80 03 55 48 41 138 80 71 63 55 55 41 48 55 55 41 48 138 71 71 258 71 71 .03 55 55 55 41 41 41 35 24 35 24 19 19 U 11 11 11 11 11 11 11 11 29 29 19 15 11 11 107 24 29 19 19 19 11 11 11 11 11 11 11 41 19 19 19 19 19 11 11 11 11 7.5 98 48 35 200 a 11 4 19 24 19 19 2 3 4 5 C 7 g 324 161 9 10 117 11 8A 12 127 13 14 127 15 98 16 -. 71 17 :. 71 18 ■ n 19 - 89 20 107 2! 107 22 24 23 ; 29 24 25 55 63 20 fA 27 55, 28 41 29 S 30 31 19 I Note.— These discharges are based on a rating curve that is well defined below 2,400 second-feet. Monthly discharge of Village Creek near Mulga, Ala., for 1909. [Drainage area, 72.6 square miles-] Month. Di.^ miles below the ^^ ^ abmit 5 f eeUower than gage datum, indicating that there w^i%e n6 'ffi^°pWlie gage if the stage were to fall to about — 5.0 feet. 250 Water Powers of Alabama; Second Report. Winter flow. — Discharge relation not appreciably affected by ice. Regulation. — There is believed to have been no artificial regula- tion of the flow of the Tennessee at Chattanooga prior to October 22, 1913, at which time backwater is said to have reached the gage from the dam constructed by the Chattanooga & Tennessee River Power Co. on Tennessee River, at Hales Bar, 33 miles below Chat- tanooga. Beginning October 33, 1913, the flow at Chattanoc^a has ieen regulated by the operation of this great dam, and no estimates of discharge have been prepared. Accuracy. — The ratings in the accuracy column in the tables of monthly discharge for the years ending September 30, 1895-1913, especially for the earlier years, must not be considered to indicate as closely the probable reliability of the data as the accuracy ratings for the average gaging station. A low accuracy rating in the fol- lowing tables does not signify that the mean discharge is known to be in error by the amount indicated, but rather that it appears from studies of the data and comparisons with other stations that the mean discharge is doubtful to that extent. The accuracy ratings will assist those using the data in determining by brief inspection whether certain portions of the record are considered sufficiently ac- curate for the purpose in hand or whetherthey require special inves- tigation to more closely determine their probable reliability. The accuracy ratings given in the tables of monthly discharge are based principally on the plotting of the discharge measurements made during the different years with respect to the rating curve used for the time in question. Some weight was given to the comparison with the discharge at Florence and with the discharge at Knoxville from 1903 to 1909. No accuracy ratings are given prior to the year ending September 30, 1895, because there is nothing definite on which to base them. The number of discharge measurements prior to 1895 is not sufficient to warrant the use of the measurements for the purpose of determining to which station,' if either, apparent discrepancies indicated by the ratios of discharge at Chattanooga and Florence are due. Those using these records can best determine whether or not they are sufficiently accurate for the purpose in hand by a detailed study of the data. The results published in this report are believed to be as accurate as the available base data will yield and are believed to be free from gross errors. Cooperation. — Daily gage-height records furnished by the United States Engineer Corps and the United States Weather Bureau. Re- sults of discharge measurements made during 1893 were furnished by the Weather Bureau, and use was made of the results obtained by the Engineer Corns, noted under "Discharge measurements." Tennessee River at Chattanooga, Term. 251 Discharge measurements of Tennessee River at Chattanooga, Tenn. Dato. Hydrographor, Gape height. Dis- charge. Hydrographer. Gage height. Dis- charge. 1891. (Nov. 6 \Nov. 6 13 1892. (Jan.. IS Van. 16 Apr. 11 Deo. 12 1893. Mar. 15 16 Apr. 3 May S 8 9. 17 18 .D. L. Subletto. do ,.... p. L. Subletto.. do Capt. John Bid- die ».. L. M. Pindellc. do do do do do do do do Feet. 1.2 3.0 35.0 30.0 2.3 10.3 9.2 5.1 5.1 26.0 26.0 16.0 9.9 10.4 Scc.-fl. 8,200 17,600 240,000 195,000 13,700 63,000 58,300 32,600 32,600 156,000 152,000 97,000 05,900 67,900 1897. May 8 28 June 29 July 13 Sept. 7 Oct. 6 Nov. 16 Dec. 23 189S. May 10 July 29 Aug. 19 Oct. 6 28 Nov. 29 29 1899. May 3 26 M.R.Hall.. ...do ...do ...do ...do ...do A.P.Davis. M.B.Hall.. M. B. HaU.. do ,....do do J. C.Conu... do .....do M. R. HaU. .....do » Assistant engineer, U. S. Engineer Corps. b United States Engineer Corps. •> Observor in charge, U. S. Weather Bureau, Chattanooga, Term, Feet. 7.07 4.52 5.76 4.59 1.67 .•18 .83 10.30 4.14 5.30 6.37 17.60 6.00 4.75 4.70 6.71 4.76 Sec.-fl. 44,200 25,900 32,900 26,900 10,300 6,970 5,650 67,000 22,100 29,700 36,700 120,000 36,000 29,600 31,300 37,800 25,500 Discharge measurements .of Tennessee River at Chattanooga, Tenn. — Cont'd. No. Date. Juno 21 Sept. 15 Oct. 27 1900. Mar. 13 July 27 1901. Jan. 24 Apr. 4 July 31 Aug. 18 1902. June 25 Oct. 9 Nov. 14 1903. Har. 26 July 21 Sept. 5 Oct. 21 1904. Feb. 3 10 Apr. 19 July 6 Aug. 5 Oct. 13 14 22 Hydrographer. W.E.HaU.... M. K. HaU .....do M.B. HaU J. C. Conn M.B. HaU.... K. T. Thomas. ....do do W.E.HaU.... J. C. Conn O. P. HaU 0. P. Hall M. R. HaU. . .. J.M.Giles M.R.Hall J.M. cues do ....do ....do B. S. Drane... ....do ....do ....do Gage height. Feet. 4.15 1.90 11.25 3.45 5.60 24.20 2. SO 31.70 3.80 2.00 1.55 1.60 1..10 2.77 5.85 4.30 3.18 2.73 .21 .22 .08 Dis- charge. Sec.-fl. 21,400 10,800 6,670 66,000 18,500 30,300 155,000 15,400 199,000 17,800 10,700 9,280 190,000 20,900 10,500 8,060 16,600 35,600 25,XX» 17,600 14,700 6,370 6,560 4,860 No. 61 Date. 1905. May 9 June 13 29 July 22 Oct. 11 Dec. 28 1906. May 9 23 June 21 Oct. 17 1909. Apr. 19 . 1910. , May 27 Sept. 24 1911. Nov. 24 .25 1912. Mar. 31 . 1913. Oct. 21 Hydrographer. W.E.HaU.... B.S. Drane... do HaU and Hoyt F. A. Murray.. : do F. A. Murray.. O. P. HaU <}o F; A. Murray.. HaU and Hoyt. . . m:b. HaU. do B. E. Bobertson. do :... W.E.HaU. W. E. Ball and B.M.Hall.Jr.. Gage height. Feet. 8.65 2.92 6.28 5.32 1.65 7.44 8.36 3.40 5.45 5.59 12.42 2.40 04.20 ti;.90 1. 10 Dis- charge. Sec.-f(. 40,000 16,200 35,700 29,200 10,300 43,400 52,800 19,800 31,300 31,900 36,600 76,000 13,000 23,100 20,800 cisa.ooo 7,410 o Gage height obtained by reducing readings on Weather Bureau recordmggage ^7 0.5 toot. . . 6 G4e height as read on Weather Bureau gage on float pipe and found to be 0.5 loot less than recoroea by Weather Bureau recording gage. e Float measurement. Note — Measuiement A was made at Tumbling Shoals about 10 miles below Chattanooga. Measurement E was made at Soddy Shoals about 23 miles above^hattanooga ™rtical M^iSements ^ ,£, C, and B were made with a current meter submerged at 4 or^5 pomtsm^h^te^. ThereisMrecord of {he method Used in taking observations for measurement E. See report of Chiel 01 ^lirSi^i& 1^9Ve?fi^lStra^e HasteU current meter, submerged at on^half depth. See "Discharge measurements" in !totioo,trucied. It is based on 65 discharge measiiremenis made during 1891-1906 listed in the table on pages 06-97. The (able is well defined between discharge 4,800 and 232,000 socoud-teot (gage heights 0.0 ana 35.0 /ect). Use this table to three significant figures only. Tennessee River at Chattanooga, Tenn. 253 Discharge rathnj tahle for Tennessee River at Chattanooga, Tenn., from March 16, 1909 to Deceni1)er SI. 1911. Gaze height. Dls- Gaee height. Dis- helgi*. Dis- height. Dis- chaige. charge. charge. charge Feet. See.-fi. Fat. Sec.-ft. Feet. Sec.-ft. Feet. Sec-fl. 1.20 8,030 4.90 26,610 8.60 60,260 12.30 75,040 1.30. 8,380 5.00 27,200 8.70 50,920 12.40 75,720 1.40 8,730 5.10 27,800 8.80 81,580 12.50 70,400 1.50 9,100 5.20 28,400 8.90 52,240 12.60 77,080 1.60 9,490 5.30 29,000 9.00 52,900 12.70 77,760 1.70 9,900 6.40 29,610 9.10 53,570 12.80 78, 440 1.80 10,320 5.50 30,220 9.20 54,240 12.90 79, 120 1.90 10,760 5.60 30,830 9.30 54,910 13.00 79,800 2.00 11,200 5.70 31,440 9.40 55,580 13.10 80,480 2.10 11,860 5.80 32,060 9.50 56,250 13:20 81,160 2.20 12,130 6.90 32,880 9.60 56,920 13.30 81,840 2.30 12,600 6.00 33,300 9.70 57,590 13.40 82,520 2.40 13,070 6.10 33,030 9.80 58,260 13.50 83,200 2.50 13,550 6.20 34,560 9.90 58,930 13.60 83,880 2.60 14,030 6.30 35,190 10.00 59,600 13.70 84,560 2.70 14,520 6.40 35,830 10.10 60,270 13.80 86,240 85; 920 2.80 15,010 6.50 36,470 10.20 60,940 13.90 2.90 15,500 6.60 37,110 10.30 61,610 14.00 86,600 3.00 16,000 6.70 37,750 10.40 62,280 15.00 93,400 3.10 16,510 6.80 38,400 10.50 62,950 16.00 100,200 3.20 17,030 6.90 39,050 10.60 63,620 17.00 ao7,ooo 3.30 17,560 7.00 39,700 10.70 64,290 18.00 113,800' 3.40 J8,l0O 7.10 40 360 10.80 64,960 19.00 120,600 3.50 18,640 7.20 41,020 10.90 65,630 20.00 127,400 3.60 19,180 7.30 41,680 11.00 66,300 21.00 134,200 3.70 19,730 7'. 40 ,42,340 11.10 66,970 22.00 141,000 3.-84 20,280 7.50 43,000 11.20 67,640 23.00 147,800 3. -90 20,840 7.60 43,660 11.30 68,310 24.00 154, 000 4.00 21,400 7.70. 44,320 11. 40 69,980 25.00 161,400 4.10 21,960 7.80 44,98a 11.50 69,050 28.00 168,200 4.20 22,630 7.90 45,640 11,60 70,320 27.00 175,000 4.30 23,100 8.00 46,300 11.70 70,990 28.00 181,800 4.40 23,680 8.10 46,960 ll.«0 71,660 73,330 29.00 188,600 4.50 24,260 8,20 47,620 11.90 30.00 195 400 4.60 24,840 8.30 48,280 42.00 73,000 31.00 202,200 4.70 25,430 8.40 48,940 12.10 73,680 32.00 209,000 4.80 26,020 8.50 49,600 12.20 74,360 Note Table is not applicable for periods during which ice was present or channel was obstructed. It is based on five discharge measurements made during 1909-1911, and the form of the curve from which the table applicable Apr. 1, 1874, to Mt.r. 15, 1909, was computed. It is well defined between disoharces 11,200 and 79,800 second-feet (gage heights2.0 andl3.0 Jeet). Use this table tothree significant figures only. Discharge rating tahle for Tennessee River at Chattanooga, Tenn., from ■•■ >nr>i 1 1912. to March 29. 191S. hel^t. Dis- hel^t. Dis- Gage height. Dis- Gage Dis- charge. charge. charge. height. charge. Feet. See.-ft. Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. 1.20 8,050 3.40 18,100 6.60 30,830 7.80 44,400 1.30 8,380 3.50 18,640 5.70 31,440 7.90 45,080 1.40 8,730 3.60 19,180 5.80 32,000 8.00 45,700 1.50 9,100 3.70 19,730 6.90 32,080 8.10 40,320 1.60 9,490 3.80 20,280 6.00 33,300 8.20 40,940 1.70 SI, 900 3.90 20,840 6.10 33,920 8.30 47,560 1.80 10,320 4.00 21,400 G.20 34,640 8.40 48,180 1.90 10,750 4.10 21,960 6.30 35,160 8.50 48,'800 2.00 11,200 4.20 22,530 6.40 35,780 8.60 49,420 2.10 11,660 4.30 23,100 6.50 36,400 8.70 50,040 S.20 12,130 4.40 23,680 6.60 37,020 8.80 50,660 2.30 12,600 4.50 24,260 6.70 37,640 8.90 51,280 2.40 13,070 4.60 24,840 6.80 38,260 9.00 61,900 2.50 13,550 4.70 25,430 6.90 38,880 9.10 62,520 2.60 14,030 4.80 26,020 7.00 39,500 9.20 53,J40 2.70 14,520 4.90 26,610 7.10 40, 120 9.30 53,760 2.80 15,010 6.00 27,200 7.20 40,740 9.40 54,380 2.90 15,500 5.10 27,800 7.30 41,300 0.50 55,000 3.00 16,000 5.20 28,400 7.40 41,980 9.00 55,620 3.10 16,510 5.30 29,000 7.50 42,000 9.70 56,240 3.20 17,030 5.40 29,610 7.60 43,220 9.80 56,860 3.30 17,560 5.50 30,220 7.70 43,840 9.00 57,480 Digitized by Microsoft® 254 Water Powers of Alabama^ Second Report. Discharge rating taile for Tennessee River at Chattanooga, Tenn., from January 1, 191$, to March 29, 1913 — Continued. hei^it. Dis- charge. Cage height. Dis- charge. Care height. Dis- charge. Gage Dis- beight. charge. Frel.' Sec.-ft. Feet. Sec.-ft. Feet. Sec.-fl. Feet. Sec.-ft. 10.00 68,100 12,50 73,600 15.00 89,100 17.60 104,600 10.10 68,720 12.60 74,220 15.10 89,720 17.60 105,220 10.20 69,340 12.70 74,84q 75,400 15.20 90,340 17.70 105,840 10.30' 69,960 12.80 15.30 90,960 17.80 106,460 10.40 60,580 12.90 76,080 15.40 91,680 J 7. 90 107,080 10.60 «1,200 13.00 76,700 15.50 92,200 18.00 107,700 10.60 61,820 13.10 •77,320 15.60 92,820 19.00 113,900 10.70 62,440 13.20 77,940 15.70 93,440 20.00 120, 100 10.80 63,060 13:30 78,560 15.80 94,060 21.00 126,300 10.90 63,680 13.40 79,180 15.90 94,680 22.00 132,500 11.00 64,300 13.50 79,800 16.00 95,300 23.00 138,700 11.10 64,920 13.60 80,420 16.10 95,920 24.00 144,900 11.20 65,540 13.70 81,040 16.20 96,540 25.00 151.100 11.80 66,160 13.80 Sl,660 16.30 97, 160 26.00 167,300 11.40 66,780 13.90 82,280 16.40 97,780 27.00 163,500 11.60 67,400 14.00 82,900 16.60 98,400 28.00 169,700 11.60 68,020 14.10 83,620 16.60 99,020 29.00 175.900 11.70 68,640 14.20 84,140 16.70 99,640 30.00 182,100 11. SO 69,260 14.30 84,760 16.80 100,260 31.00 188,300 11.90 69.880 14.40 85,380 16.90 100,880 32.00 194,600 12.00 70,500 14.50 86,000 17.00 101,600 33.00 200,700 12.10 71,120 14.60- 86,620 17.10 102,120 34.00 206,900 12.20 71,740 14.70 87; 240 17.20 102,740 35.00 213, 100 12.30 72,360 14.80 87,860 17.30 103,360 36.00 219,300 12.40 72,980 14.90 88,480 17.40 103,980 .37.00 225,60P Note. — Table is not applicable for periodsduring which ice was present or the channel was otherwise obstructed. It is based on one discharge measurement made durmg 1912 and the form of the curves from which the rating tables for previous years were computed. Below discharge 33,300 second-feet (gage height e.Ofeet) the table is the same as the one used from Mar. 16, 1009, to Dec. 31. 1911 which sec for additional Dotes. Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. Day. 1874, 1 2 3 4 5 7 8 9 10 11 12 13 14....... 15 Apr. May. June. July. Aug. Sept. G.5 29.6 3.« «,» 7.5 14.0 6.5 2K.8 3.7 3.0 6.2 9.0 6.4 20.5 3.7 2.9 5.2 6.0 6.0 Zi.7 4.1 ■2.6 4.2 6.0 6.4 25.5 4.2 2.5 3.0 3.6 5.2 24.7 4.1 2.4 3.2 3.2 5.6 2;i.6 4.1 2.0 3.4 3.2 7.5 21.5 4.1 1.7 4.2 3.2 1.3.0 19.0 4.0 1.5 4.5 3.6 16.0 15.5 3.9 1.6 3.5 2.9 17.0 9.2 3.9 1.8 3.2 2.0 16.5 9.7 4.0 2.2 ■ 2.7 1.8 15.1 9.7 4.6 2.2 2.2 1.7 15.2 8.7 4.6 2.5 2.2 1.8 Ifi.O 7.2 5.7 2.8 1.8 1.8 Day 1874, 16 17 18 19. 20 21 22 23 19.1 19.1 10.2 21 23.1 25 22.1 26 24.5 27 26.2 2S. 25.9 29 27.0 30 31 28. 8 Apr. 22.6 24.2 22.7 22.0 May, 7.1 6.0 5.7 6.9 6.7 5.6 5.2 6.2 4.8 4.1 4.8 4.7 4.5 4.2 4.2 4.2 June. 4.2 3.9 3.9 3.8 3.6 3.5 3.6 2.6. 2.4 2.2 2.0 1.9 2.2 2.9 3.0 July. 3.2 2.2 3.1 2.9 2.8 2.4 2.1 1.7 1.7 1.9 2.9 3.5- 4.6 6.4 7.2 8.5 Aug. 1.7 1.5 1.4 1.2 1.2 1.0 1.0 1.1 2.2 2.0 2.2 2.2 4.7 9.0 14.2 14.5 SepL 1.8 1.9 2.5 2.9 2.9 2.9 2.7 2.4 i:l 2.2 2.2 2.4 2.9 3.2 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 266 Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Dee. Jan. Feb. Mar. .A.pr. May June. July. Aug. Sept. 1875.0 1 3.4 4.5 4.9 Vo 2.0 2.0 2.1 2.0 2.0 2.0 1.8 1.7 1.7 1.7 1.4 1.2 1.1 1.6 2.8 3.0 2.6 2.2 2.2 2.2 2.0 1.8 1.5 1.5 1.5 2.0 3.5 . 3.2 3.2 3.2 3.0 3.0 4.1 5.0 5.2 4.4 4.0 3.6 3.4 3.1 3.0 ^.8 2.8 2.8 2.8 2.7 2.6 2.5 2.5 2.4 2.2 2.2 2.2 2.2 2.2 2.3 2.2 1.4 1.2 1.2 1.2 l.,0 .8 .7 .7 1.0 1.6 2.8 4.0 3.9 3.6 3.4 3.1 2.9 2.5 2.0 2.4 2.6 2.4 9.0 9.6 10.7 10.8 7.2 7.2 6.2 9.6 2.3 2.4 2.4 2.4 »4 2.8 3.2 4 4.7 S.2 6.6 6.4 6.7 6.6 6.4 6.4 6.8 6.6 6.8 6.6 5.2 6.2 6.6 6.0 6.6 7.2 6.8 6.8 6.8 6.6 9.2 &6 8.0 6.6 5.0 6.0 4.5 4.1 3.7 8.0 Z9 2.8 3.7 3.7 3.8 8.2 8.2 8.0 7.9 6.6 6.2 6.0 6.4. 7.6 6.9 6.2 6.2 4.9 6.7 6.0 6.3 6.2 6.8 6.7 6.8 6.6 76 8.9 8.8 9.1 9,0 0.7 8.2 7.6 7.0 6.4 5.9 5.6 6.2 4.8 4.6 4.2 4.3 4.0 4.2 4.9 7.9 13.0 19.2 27.4 33.0 34.2 6.4 7.0 12.5 13.5 14.6 13.0 11.5 13.2 9.8 9.6 8.9 6.8 6.2 6.0 5.8 5.0 4.9 4.8 4.7 4.5 4.3 4.2 th 7.9 7.9 16..6 2&5 32.6 31.1 23.4 15.6 12.8 11.1 10.0 9.0 8.1 7.5 7.0 6.8 6.7 6.2 6.0 6.7 6.4 5.2 6.9 8.4 12.7 14.6 14.5 13.1 11.9 12.5 15.7 14.4 12.0 10.6 12.0 14.6 30.5 25.5 17.0 11.5 10.4 9.5 8.4 8.2 7.1 6.6 6.4 6.9 7.4 7.8 8.8 9.2 8.4 7.7 7.2 7.0 7.6 a6 18.0 35.6 44.9 49.5 53.4 13.7 13.8 13.8 12.8 12.5 11.9 10.2 10.0 10.2 10.4 ia2 10.4 11.2 12.8 16.8 20.9 21.9. 18.8 .10.0 12.2 10.4 9.8 9.8 9.3 8.7 8.5 8.0 7.7 7.2 54.0 51.0 46.0 43.0 41.7 40.2 37.6 32.0 26.6 22.2 19.8 16.8 14.2 12.8 12.5 21.0 26.8 28.1 26.0 22.2 29.2 32.7 34.0 33.7 28.0 18.6 14.6 12.2 14.5 15.6 14.5 7.0 6.7 6.4 6.2 6.0 6.8 .6.« 6.9 6.9 8.0 7.8 7.0 7 1 7.0 7.3 U.0' 19.8 21.1 17.8 14.2 12.2 111 10.1 9.8 . 12.8 16.9 17.2 15.9 15.7 15. 7-. 13.6 12.7 14.8 19.4 20.5 19.0 17.0 14.0 11.8 10.4 9.4 10.0 12.2 13.2 12.2 10.5 9:5 8.7 8.0 7.5 7.1 6.9 7.1 7.8 8.6 9.8 8.5 7.7 9.0 15.0 19.5 12.2 13.2 13.5 12.1 10.3 9.6 8.8 8.2 7.7 7.2 7.0 6.7 6.4 6.S 10.2 13.4 12.1 11.8- 10.2 9.2 .8.7 8.3 7.2 6.9 6.7 6.5 6.2 6.0 6.2 6.7 20.7 19.0 12.7 10.5 9.4 8.6 7.7 7.2 6.7 6.4 6.2 6.2 6.0 5.6 5.4 5.1. 4.8 46 4.5 4.2 4.3 4.2 4.1 4.0 4.0 3.9 3.9 4.0 4.0 3.8 3.5 7,8 9.0 12.2 13.2 12.1 10.2 10.0 11.2 16.4 20.0 20.0 18.2 15.2 12.2 10.4 9.S 8.8 8.1 7.7 • 7.7 8.0 7.7 7.7 7.2 6.7 7.0 7.2 .8.0 10.8 9.8 8.8 3.4 3.2 3.2 3.5 4.1 4.8 4.7 4.4 4.8 4.9 4.5 4.0 3.7 3.2 3.1 3.0 3.8 3.9 4.7 4.6 4.7 4.6 5.2 5.6 5.6 5.3 5.0 4.7 4.6 4.7 8.1 7.8 7.7 8.0 8.2 8.4 8.4 7.7 0.9 6.1 5.6 5.2 6.0 4.9 4.8 6.4 10.8 18.2 23.0 23.4 19.2 11.8 11.0 9.2 8.1 8.1 7.9 7.2 5.2 5.6 5.3 5.2 5.1 5.0 6.2 5.4 6.9 6.8 6.6 6.2 7.5 9.2 11.6 20.0 13.4 13.7 10.6 8.4 7.7 6.7 7.2 9.8 13.0 12.0 10.7 9.8 7.9 6.8 6.9 6.8 6.2 6.4 0.7 7.0 7.1 7.7 7.2 7.0 6.6 6.3 6.0 5.6' 5.2 4.8 4.8 4.8 4.9 4.8 6.1 4.9 5.0 5.2 4.7 4.2 4.0 3.8 3.8 3.6 3.4 3.8 5.5 5.4 5.3 5.3 5.9 . 7.5 6.2 5.4 5.0 4.5 4.4 4.6 5.0 6.4 6.9 7.9 10.8 12.2 11.2 10.4 9.0 7.1 6.1 5.5 5.2 5.2 5.2 1? 4.2 4.0 4.4 4.6 6.2 4.8 4.6 6.0 6.7 6.2 4.9 4.6 4.4 4.6 4.2 4.0 3.7 3.6 3.7 3.8 3.6 3.5 3.4 3.2 3.0 2.9 2.8 2.9 2.9 2.8 2.8 2.6 2.6 3.7 2 3.2 3 4 3.2 3.2 6.. 6 , 3.1 3.0 7 2.9 8 2.8 9 2.6 10 H. 2.6 2.6 12 : .::.;.; 2.8 13 .■ 2.7 14 15 _. 16 2.5 2.6 2.6 17 18 2.6 2.7 19 2ff. 21 . 0.4 11.2 10.0 22 7.2 23 5.8 M 23. 26 5.1 4.5 4.1 27 ,..' 3.7 1-::::;::::::: 3.5 3.4 30.,..-. '.., 3.6 31 1976. 1. , 2 3^ 4. .i .... 2.6 2.4 3.0 2.9 6 6-. 2.6 2.2 7 , 8. ,._ 9 10 : 11 ,.... l2 „ 13. 14 : 15..„ 16 , 2.1 2.1 2.0 2.0 2.3 2.4 2.5 2.4 2.3 2.3 17.. .._ 18 19 20 21 ,. _.., 22 ... :. 23 ,.. 24._ , 25... ._ 26 2.3 2.0 2.0 1.9 %a 2.6 2.6 2.4 2.4 2.8 27 3.4 28 ... .... . 3.1 29 2.6 30 , ... 31 2.4 o This and all similar headings In this paper Indicate the-year ending Sept. 30 (dimatiff (year), whlcb Includes three months of the preceding calendar year. Digitized by Microsoft® 256 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga. Tenn. — Cont'd. Day. Oct. Nov. Deo. Jan. Feb. Mar. Apr. May. June. July. Aiig. Bepl 1877. 1 2.2 2.1 1.9 I'.S 1.8 1.8 1.7 1.0 1.6 1.5 1.4 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.1 1.1 1.5 2.0 3.4 3.2 2.6 2.4 2.2 1.8 1.7 1.6 1.5 1.4 1.2 1.2 1.5 2.2 4.0 3.2 3.4 3.2 2.9 2.8 2.5 2.2 2.0 1.9 1.6 1.6 1.7 2.3 2.7 3.2 3.2 3.2 2.8 2 2.3 2.3 2.3 2.3 i.6 1.5 1.4 1.4 1.5 1.5 1.5 1.5 1.4 \* 1.4 1.4 1.4 1.2 1.2 1.2 1.4 1.4 1.5 1.7 1.9 2.2 2.2 2.5 3.4 3.9 3.5 3.1 2.7 2,5 2.2 2.7 6.1 7.6 6.2 5.0 5.2 5.0 4.5 - 4.2 4.9 5.6 5.2 4.6 4.1 3.8 3.7 3.8 3.6 3.4 3.4 6.2 0.3 7.9 9.S 14.1 15.0 13.4 10.6 8.6 2.4 2.4 2.4 2.7 2.5 2.0 1:8 1.8 1.8 1.7 1.6 1.5 1.4 1.6 1.8 1.9 2.2 2.2 2.1 2.0 2.0 1.8 1.8 2.2 2.4 2.8 3.0 3.0 3.2 3.0 3.4 7.2 6.4 5.0 5.2 5.2 6.2 7.4 7.2 6.6 6.2 5.6 h.2 4.9 .4.0 4.2 4.2 ,1.9 3.8 3.6 3.5 3.4 3.2 3.2 3.4 4. 4 7.0 7.8 7.5 7.2 7.8 8.6 3.2 2.6 1.8 1.7 2.4 2.2 2.7 4.6 5.9 5.7 5.2 5.5 6.8 10.0 13.6 18.0 21.4 22.7 23.6 22.1 23.2 20.4 27.0 24.0 18.6 13.0 10.9 9.5 8.2 7.5 0.8 8.7 10.1 il.l 7.8 7.2 0.5 5.9 6.4 4.9 6.2 0.7 9.0 11.2 12.5 11.4 10.0 S.9 8.2 7.5 7.0 0.6 6.4 0.6 6.7 6.6 0.5 6.5 0.4 0.9 7.2 9.7 6.2 5.8 5.6 5.5 6.7 5.8 5.6 5.2 6.1 4.9 4.6 4.5 4.2 4.2 4.0 3.S 3.8 3.0 3.4 3.4 3.2 3.2 3.2 3.2 3.4 3.4 3.2 3.1 11.6 11.5 10.2 8.9 8.0 7.2 6.8 7.1 8.1 11.6 13.2 12.5 11.0 9.4 8.2 7.8 7.5 7.1 6.8 6.6 6.9 9.0 11.6 17.6 19.2 15.8 12.4 10.7 3.1 3.2 4.4 6.8 5.7 5.6 5.4 5.2 7.0 12.0 15.0 14.8 13.0 11.6 11.6 9.9 9.1 8.8 8.6 8.2 7.7 7.t 7.1 6.9 6.7 7.8 10.0 13.8 16.7 16.5 12 2 8.5 7.6 7.2 7.2 S.l 7.9 7.7 7.2 6.9 6.6 6.4 6.4 7.4 8.9 10.1 10.6 9.1 8.2 7.2 6.0 6.2 5.8 5.6 6.2 5.0 4.9 4.6 4.6 4.9 5.2 5.2 10. S 8.2 ID. 2 10.6 9.8 9.2 9.5 13.9 22.9 27.9 28.7 26.0 20.5 17.9 17.4 16.8 16.0 13.0 11.9 12.2 14.0 15.2 15.7 14.0 11.6 9.8 9.4 12.5 14.4 12.6 4.9 4.7 4.5 4.2 4.4 4.7 4.9 5.0 5.0 5.2 0.8 8.0 8.0 7.1 6.5 6.1 5.8 5.6 6.3 6.1 6.2 6.1 5.8 6.6 9.5 9.2 8.5 8.4 8.2 7.6 11.4 K8 - 8.7 7.9 7.4 7.3 7.6 7.6 7.9 8.2 8.1 8.0 11 6.4 6.0 5.8 6.8 6.4 4.9 4.8 4.8 4.8 4.4 4.2 4.0 3.8 3.8 3.6 3.6 3.5 6.8 6.2 6.0 6.0 5.7 6.5 6.9 7.2 7.4 6.9 6.4- 5.9 5.5 5.1 4.9 4.8 4.7 4.7 6.2 6,9 7.0 7.0 5.8 6.1 4.7 4.2 4.1 4.0 4.1 4.5 4.6 3.4 3.2 3.2 3.1 3.0 2.9 2.8 3.0 3.1 3.2 3.2 3.5 3.6 3.5 3.5 3.4 3.4 3.4 3.4 3.6 3.0 4.1 6.1 4.9 4.1 3.7 3.4 3.2 3.5 4.0 4.1 3.6 3.4 3.2 3.1 3.0 3.1 3.0 2.9 3.2 3.4 3.2 3.2 3.2 3.2 3.2 2.9 2.8 2.7 2.6 2.8 2.7 2.7 3.2 3.0 2.7 2.6 2.4 2.4 2.2 4.0 3.7 3.4 3.1 2.6 2.5 2.4 2.4 2.8 2.8 2.4 2.2 2.2 2.0 2.0 1.9 2.6 2.1 2.1 3.1 3.0 3.7 3.0 4.1 5.2 4.7 4.7 4.2 3.6 3.2 2.7 2.2 2.2 2.5 Z7 2.5 2.2 2.1 2.0 2.1 2.2 2.4 2.4 2.2 2.1 2.1 2.1 2.2 2.0 2.1 1.9 1.8 1.6 1.6 1.S 1.2 1.2 1,2 1.1 1.2 1.4 2.S 2.4 2.2 22 22 2.1 2.0 1.6 1.8 1.7 1.7 1.7 1.7 1.6 1.6 l.« 1.9 2.2 2.0 1.7 1.5 1.4 1.3 1.3 J. 4 1.5 i5 2.4 2.4 2.1 1.9 1.7 2.6 3.6 3.2 3.1 2.8 2.5 2.0 1.8 1.6 1.4 1.2 1.2 1.4 1.6 2.1 2.0 4.0 3.7 3.0 2.7 2.4 2.0 2.9 4.2 3.8 2.9 2.2 2.4 2.8 3.2 4.1 1.8 2 1.7 3 1.5 4 1.6 6 1.5 6 1.4 7 2.0 8 2.7 ■9 25 10 2.0 11 24 12 3.2 13 3.2 14 28 15 22 16 20 17 1.8 l.g 19 1.8 20 21 26, 22 ?-7' 3.0 24 28 2.6 26 22 27 22 28.. 29 22 22 30 1.8 31 1878. 1 2 4.0 3.7 3 3.6 4 3.5 6 3.2 6 2.6 ?.:::::.::;.... 21 8 1.9 9 1.6 10 1.4 11 1.2 12 1.1 13 1.0 14 .9 15 ,9 16 10.6 17 18 a.i 19 4.0 20 3.1 21 2.7 22 2.2 23 2.0 24 1.6 25 2.0 26 2.1 27 28 29 1.8 1.7 30 31^ Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 257 Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Pay; Oct. Nov. D«o. Jan. Feb. Mm. Apr. May. Tuns. July. Aug. Sept. 1879; 1 ... . . 1.5 1.2 1.2 1.1 1.0 1.0 1.1 ■J.l 1.2 1.5 1.0 l.G 1.0 1.7 1.9 1.9 1.9 1.8 1.0 i.G 1.0 1.0 1.7 1.8 2.1 .').G 7.0 5.4 4.4 3.7 3.2 .3 .3 .3 .3 .2 .2 .2 .2 .2 .2 1.3 1.0 2.2 1.9 1.7 1.3 1.3 1.7 0.4 13.4 11.0 9.3- 7.4 5.7 5.7 4.1 3.8 3.4 3.0 2.9 2.0 i;l 3.4 3.5 3.2 2.9 2.0 2.4 %-2 2.2 2.0 1.9 1.8 1.8 1.9 2.0 2.0 - 2.0 2.0 2.2 2.2 2.4 2.2 2.5 2.7 3.2 S.O. JO.O 18.0 16.0 2.4 2.3 2.2 2.0 1.9 1.8 1.7 1.6 1.6 1.5 1.6 2.0 2.1 2.1 2.1 2.0 2.1 2.8 4.3 4.9 4.6 4.2 3.4 . S.O 2.7 2.5 2.3 2.3 2.9 4.9 14.5 13.2 12.2 11.7 11.0 9.7 S.O 0.8 0.2 7.5 0.2 10.9 9.9 10.5 10.0 11.0 11-7 10.8 9.9 8.0 7.5 7.0 8.2 8.7 9.0 8.2 7.2 0.2 h.b 5.1 6.1 5.5 4.8 4.6 4.0 3.7 3.7 4.8 ^.8 4.7 4.4 6.9 14.0 15.0 12.2 13.8 17.9 17.8 J5.6 12.4 •9.9 8.0 7.2 8.6 17.0 21.2 21.9 21.6 17.8 14.4 11.4 9.4 :5.7 6.3 7-6 7.B ,0.? 5.6 4.2 4,3 8.1 20.3 23.9 27.5 32.8 37.7 38.0 37.0 27.8 17.1 14.0 14.5 14.0 12 8 10.9 9.3 8.0 7.9 7.4 7.0 0.9 7.6 8.2 7.9 7.2 0.6 6.0 6.6 6.4 6.6 7.8 9.6 10.6 io.o 9.6 S.9 8.0 7.0 7.0 0.6 6.2 6.0 6.8 6.-e 6.4 5.6 5.4 5.2 4.8 4.0 4.5 4.3 4.2 • 4.2 11.7 11.6 10.0 •8.6 8.3 9.3 11.1 U-1 ID.O 10. d 9.0 8.3 8.1 7.8 7.3 0.8 7.'0 14.6 18.8 17.1 13.9 11.5 10.5 10.0 12.1 12.1 13.0 11.5 4.2 4.3 6.0 6.2 6,7 6.2 6.8 5.4 6.0 4.6 4.4 4.4 6.4 12.4 22.9 20.8 20.8 19.8 12.0 9.5 8.6 7.9 7.4 6.9 0.4 6.0 7.6 9.3 9.2 11.0 10.6 9.S 8.6 .7.7 7.1 C.7 0.3 0.0 5.9 5.6 5.5 5.0 6.2 5.2 6.0 4.9 4.9 4.8 4.7 4.5 4.7 6.6 6.8 6.8. 6.9 6.8 6.6 6.4 6.2 6.8 9.0 8,1 7.0 9.3 13.7 17.0 15,8 15.6 19.0 24.6 28.0 28.4 28.7 28.6 28.6 31,9 35.0 38.3 37.6 35.7 28.0 21.0 16.6 13.9 12.0 10.7 9.7 9.2 8.8 8.6 8.2 5.8 7.4 8,4 S.5 7.2 6.6 6.2 6.8 6.7 6.2 8.0 S.8 8.2 7.4 6.8 6.7 7.9 8:3 8.2 8.0 8.0 7.4 7.0 6.5 6.0 5.2 4.9 4.7 4.6 4.4 7.9 7.6 9.0 14.6 16.9 16.6 13.0 12.3 10.9 9.6 8.6 8.8 7.8 7.0 6.6 8.1 11:1 12.2 11.5 10.6 11.3 11.9 10.6 9.7 9.0 10.1 13.0 14.0 12; 6 13.7 4.3. 4.3 4.2 4.1 3.9 3.8 5.2 6.4 5.8 4.8 4.3 3.9 3.6 3.6 3.9 3.9 4.0 6.2 6.8 6.0 5.9 6.8 5.7 4.7 4.5 4.2 3.6 3.3 3.1 3.0 3.1 14,6 14.5 13.0 11.7 9.9 8.7 8.0 7.5 6.8 6.4 6.0 6.9 5.8 5.6 6.4 6.2 4.8 4.6 4.3 4.2 4.2 4.2 5.1 5.6 5.8 7.7 7.4 6.6 6.9 ?.6 5.b 3.3 3.3 3.0 .2.8 2.7 2.6 2.4 2.3 2.2 2.0 2.1 2.2 2.4 2.7 2.8 2.7 2,9 2.5 2.2 2.0 1.6 1.5 1.4 1.3 1.3 1.3 1.2 1.1 1.0 1.0 6.5 . 6.7 6.0 6.2 5.6 5.2 4.8 4.4 4.2 4.0 3,-7 3.5 3.5 '3.4 3.2 3.0 2.9 2.8 2.8 2.8 2.7 2.5 2.4 2.3 2.3 2.3 2.2 2.2 2.2 2.8 t.l 1.2 1.2 1.2 1.2 1.2 1.1 1.0 .9 .9 1.0 1.0 1.0 1.0 .9 .9 1.1 1.0 1.0 1.0 1.3 1.2 1.0 .9 1.0 .8 .0 1.2 1.7 1.9 1.8 3.2 3.0 3.4 5.3 7.8 0.8 5.8 6.6 4.7 4.2. 3.9 3.6 3.3 5.2 3.0 2.9 4.4 3.8 3.8 2.8 2.4 2.5 2.6 2.9 3.2 3.1 3.0 2.7 2.4 2.2 2.0 2.2 3.9 4.1 4; 3 4.0 4.3 3.2 2.9 2.9 2.8 2.9 2.0 2.5 2.2- 1.9 l.H 2.1 2.0 1.7 1.7 1.2 1.3 1.8 2.0 2.8 3.3 4.0 4.1 3.9 3.4 2,S 1.8 1.7 1.8 1.9 2.6 2.8 2.6 4.3 4.2 4.2 4.6 3.9 3.7 ■3.8 4.3 3.6 3.7 3.0 2.8 2.6 2.4 3.4 3.6 3.8 4.0 4.3 4.6 4.8 2.8 2.7 • 2.6 2.4 2 2.2 3 2.1 ♦...., 2.2 fi, 2.2 B > 7 2,6 2.8 g 2.5 9' 2.1 10 l.» 11 12 1.5 1.4 13 14 15 10 .. - 1.3 1.2 1.2 i.q 17; 18 i.c) 1.0 k. .9 ijn .9 21 .8 22 23 24... ^'• 20 27 28 2S 30 31 . .8 .7 .6 .5 .6 .4 .4 .4 .1 1880. 1 2.4 2 .'. 3 2.2 2.1 4 6 G 2.9 3.1 8 2.9 9 '.... 2.8 10.: ;. 11 2.8 12 13 , 14 3.7 3.8 15 3.5 10 3.2 17 2.9 18 2.8 19 20 2.0 21 1.8 28 . 23 24 25 26 . . .. 1.4 27 28 2,0 29 30 31 3.1 4.0 9WP Digitized by Microsoft® 258 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Dec, Feb. Mar. Apr. May. June. July. Aug., Sept. 1881. 3.4 3.0 2.7 2.3 2.2 1.9 1.8 1.7 1.6 1.5 1.4 1.4 1.3 1.2 1.2 1.0 1.2 1.2 1.3 1.2 1.2 1.1 1.1 1.0 1.1 1.1 1.0 1.0 1.1 1.0 1.1 2.8 2.7 2.4 2.2 1.7 1.3 1.2 1.1 1.0 .7 .0 .0 .5 .0 .5 .4 .8 1.0 1.0 .9 1.1 1.2 1.3 2.0 3.1 1.2 1.2 1.5 2.2 2.0 2.2 •2.4 2.4 2.5 2.9 3.8 4.2 4.2 4.1 4.2 3.7 3.4 3.0 2.7 2.4 2.3 2.2 2.0 1.8 1.8 1.7 1.7 2.3 7.1 13.5 0.8 9.8 9.2 8.4 6.0 5.3 4.0 4.6 4.2 CO G.2 0.4 6.G 6.8 G.C 5.9 5.2 4.0 4.0 3 7 3.-1 3.2 3.4 CO 9.8 9.7 10.0 8.0 C5 5.0 17.5 23.4 2C5. 22.0 15.9 15.4 18.1 17.4 14.0 11.2 7.5 C7 CI 5.7 5.5 6.0 5.8 7.3 7.2 7.0 CO 6.1 5.6 CO CO 5.8 5.4 4.6 5.0 6.0 CI CI 5.9 5.8 5.4 4.9 4.0 4.2 3.8 3.7 3.4 4.3 11.8 17.4 10.8 15.3 12.0 7.9 15.4 20.2 18.4 15.0 14.8 14.2 14.9 15.7 1C9 lU.C 4.4 3.2 3.4 3.7 4.3 6.4 9.1 10.8 11.8 11.9 11.8 12.6 .11.8 11.2 ICl 9.7 9.3 •8.0 8.0 8.6 13.0 17.4 18.8 17.4 15.4 11.3 9.2 8.0 7.0 C5 CI 15.8 14.1 11.9 10.1 8.9 9.4 13.5 21.5 2C8 29.5 29.9 30.3 3C0 30.3 30.2 3.3.0 37.0 40.2 40.1 39.2 38.8 3S.8 37.7 34.5 27.3 18.2 14.8 21.2 29.5 30.3 5.9 C5 ia3 11.0 1C2 8.8 7.6 7.7- 9.9 13.6 1C9 19.7 2'2.4 21.7 18.0 14.7 12.0 10.1 10.4 12.4 14.4 14.4 13.8 11.2 9.7 8.9 8.0 8.7 29.9 20.4 20.0 18.2 22.2 24.4 .23.0 19.0 18.0 20.0 22.7 23.4 23.0 22. 20.5 21.3 22.0 20.5 18.2 1C7 15.5 14.3 13. 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Day Oct. Nov, Dec. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. 3.0 2.8 2.8 2.7 2.6 2.6 2.5 2.4 2.2. 2.2 2.0 1.9 1.8 1.8 1.8 1.8 1.8 1.7 l.S 2.0 2.9 4.3 4.0 3.4 3.2 2.7 2.2 2.1 2.0 1.9 2.0 1.6 1.2 1.6 1.3 1.4 \:l 2.8 6.1 .4.8 3.7 2.8 2.3 1.8 1.6 1.3 1.1 1.1 1.0 .9 .9 .9 .9 J. 2 1.5 •1:1 1.3 1.5 1.7 2.2 2.4 2.7 2.9 2.7 2.5 2.2 2.0 1.9 1.8 1.8 1.7 J. 7 1.8 2.0 2.7 2.8 2.7 2.6 2.4 2,2 2.3 2.6 2.6 2.5 2.2 2.0 2.0 2.1 3.1 4.2 3.3 3.S 3.1 2.7 2.1 1.8 l.fi 1.4 1.4 1.3 1.4 1.8 2.0 3.3 3.4 2.9 2.5 2.2 2.1 1.8 1.6 2.1 6.2 9.9 lag 9.3 7.6 6.1 6.3 4.8 4.7 4.2 3.7 3.3 3.0 2.8 2.7 2.5 2.2 2.2 2.3 3.7 3.4 3.3 3.4 3.3 3.1 2.9 2.5 2.6 3.4 4.4 6.7 9.1 10.0 9-2 8.1 7.1 5.9 5.3 4.9 4.3 3.9 3.5 3,1 2:9 2.7 2.5 2.5 5.0 3.0 4.1 3.7 3.6 3.3 3.2 3.3 3.5 3.2 3.2 3.8 5.1 6.5 5.3 6.7 7.0 10.7 12.8 13.0 10.3 7.9 7.0 4.5 4.4 4.1 3.8 3.9 4.5 7.4 11.3 12.8 12.4 11.3 9.4 8.3 9.5 14.4 16.6 15.8 17.0 19.8 22.6 30.1 35.2 38.2 37.9 33.0 22.2 13.7 11.0 10.0 9.7 9.6 6.6 6.4 6.1 5.9 5.5 5.1 4.6 3.9 3.6 3.4 3.6 6.1 8.7 9.4 10.0 12.0 12.9 12.1 12.4 13.8 14.8 13.7 12.0 11.0 11.2 10.8 9.3 8.0 7.9 7.5 7.5 9.4 9.0 8.1 7.6 7.5 7.8 9.4 , 10.9 14.8 17.6 10.4 14.6 13.3 13.5 13.1 11.8 10.8 JO.O 9.9 10.4 10.4 9.8 9.1 8.8 9.2 9.3 9.1 8.4 11.5 19.5 24.6 26.5 20.4 13.7 13.3 21.7 30.4 35.1 36.8 36.4 .34.0 31.0 29.6 28.7 26.7 25.1 25.5 27.0. 20.9 23.2 18.7 15.7 13.3 11.7 10.3 9.S 9.0 7.9 7.3 6.9 6.6 6.2 6.0 6.5 8.3 9.7 9.8 9.3 8.6 8.2 7.9 7.1 6.7 6.4 6.1 5.8 5.6 6.5 5.4 5.2 5.0 5.0 5.8 6.3 6.3 6.4 6.3 7.4 9.5 9.1 8.6 8.2 7.9- 15.4 29.3 36.7 40.9 42.8 42.3 40.2 37.3 35.7 •33.6 30.2 24.9 19.9 17.6 18.16 2?; 6 27.1 24.0 21.0 20.5 19.9 19.2 16.0 13.1 16.1 24.2 26.2 23.6 16.8 12.7 13.8 16.-2 17.0 16.9 17.0 17.4 18.3 18.7 17.2 15.0 14.0 15.1 15.6 14.7 12.6 11.1 17.6 26.8 31.4 32.5 28.6 19.8 13.8 11.9 11.5 10.6 10.1 9.9 9.4 8.S ■ 8.2 9.0 8.5 7.3 7,0 6.8 6.5 6.6 9,5 14.5 16.9 15.1 13.1 11.2 10.0 11.4 13.6 13.8 15.1 15.4 13.6 12.1 11.0 11.4 11.0 10.3 9.2 8.4 7.8 7.3 6.9 6.0 6.2 6.0 5.9 5.9 5.8 5.6 6.4 5.4 5.4 5.2 4.9 4.8 4.6 4.6 4.5 4.6 .4.5 4.4 4.3 4.3 4.3 4.0 3.9 10.1 9.2 8.8 9.0 8.9 10.2 11.4 10.5 9.4 8.4 7.9 7.0 6.9 6.4 6.2 6.0 6.8 5.5 6.2 6.2 4.9 6.0 6.0 4.7 4.8 4.8 4.8 5.4 5.2 4.6 4.3 3.8 3.8 3.5 3.3 3.2 3.4 3.7 4.8 5.4 5.3 5.1 4.7 5.6 6.0 6.9 0.5 5.8 5.0 4.6 4.1 3.7 3.6 3.5 3.8 4.6 4.2 3.9 4.2 4.1 4.2 4.1 3.9 3.8 3.8 3.5 3.4 5.0 5.4 6.4 6.2 5.9 7.3 8.4 8.6 8.8 8.5 7.0 6.3 6.0 6.S 4.7 4.2 4.1 4.2 4.1 4.2 5.0 10.8 11.4 10.0 4.1 4.0 3.6 3,3 3.0 2.9 2.7 2.7 2.8 2.9 2.9 3.2 4.0 4.0 3.0 3.5 3,2 2.8 3.0 2.8 2.3 2.1 1.8 1,0 1,6 1.6 1.8 2.0 1.8 1.5 1.4 8.3 7.3 6.8 7.0 6,7 6.5 6,5 6.0 5.8 5.0 4.9 5.1 5.9 5 6 5.0 4.8 4.2 3.8 4.2 4.2 .4.0 3.5 3.2 2.9 2.6 2.8 3.0 3.2 3.9 4.1 3.9 1.5 1.4 1.5 1.0 1.9 1.6 1.5 1.7 2.0 1.9 1.6 1.3 1.2 1.3 1.4 1.5 2.4 2.3 2.0 2.5 2.1 1.8 1.6 1.4 1.4 1.3 1.7 1.3 1.3 1.6 1.6 6.1 9.S 7.2 6,5 6,0 5,1 4,0 3,5 3,2 3,1 3.2 3.5 3.5 3.4 3.2 3.1 2.S 2.5 2.2 2,0 1.9 2.0 1.9 2.0 2.2 2.2 2.0 1.8 l.S 1.9 2.1 1.5 2 1.3 3 l.l 4 ,9 5 ,8 6 ,7 ,G g ..*. ,5 ,4 10 ,4 11 ,3 12 ,2 13 -,... .2 ,1 15 .1 16 ,1 17 ,1 18 ,1 19 ,0 20 .1 21 .2 22 ,5 23 ,7 24 1.7 25 2.0 1.9 27'. 2.3 28 2.5 29 '2.? 30 1.9 31 1884. 1 3.2 2 3 4 2.0 5 1.7 6 : 1.5 7 8 9 1.3 10 11 J l.C 12.... 13 14. 15 1.2 10 1.1 I.O 1.0 1.0 ,9 17 18 -. 19 20 21 .9 ,8 ,.S ,8 ,7 22 23 24 25.. 26 .- .7 ,7 .6 ;6 .6 27 28 '. 29 30 > 31 Digitized by Microsoft® 260 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga, Term. — Cont'd. Uay. Oct. Nov. Deo. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. 1885. 1 0.6 .7 .7 .6 .5 .5 '■ .5 .4 .4 .4 .4 .3 .3 .3 .2 .2 .2 .2 .2 .2 .2 .2 .2 .3 .4 .6 .7 .8 .8 1.0 1.0 2.7 8.0 7.6 6.1 6.0 4.6 3.7 3.0 2.7 2.3 2.1 2.0 2.3 3.6 6.1 6.1 6.0 4.1 3.6 3.8 3.1 4.4 3.3 3.3 2.8 2.7 2.4 2.4 4.6 9.9 15.6 1.2 1.2 1.1 1.1 1.0 1.0 I.O 1.0 1.0 .8 .7 .7 .7 .7 .7 .7 ,6 .7 .7 .8 1.0 1.0 1.0 .9 .9 1.3 i.8 1.7 l.S 1.5 16.2 14.0 11.0 8.2 6.8 6.5 11.0 25.0 30.4 29.0 26.7 18.4 12.5 9.7 8.6- 7.6 6.9 6.4 6.0 6.9 6.6 6.4 5.4 6.0 6.0 5.8 6.2 4.8 4.8 4.4 1.5 1.5 1.3 1.2 1.1 1.1 1.1 1.2 1.8 2.1 2.3 2.2 2.0 2.3 3.7 4.1 4.6 4.2 4.1 3.6 3.5 9.0 12.6 12.5 10.7 9.8 7.0 6.6 4.8 4.2 3.8 6.0 4.6 6.3 6.8 6.0 6.8 5.7 5.4 6.0 8.7 10.8 8.2 8.4 15.8 20.8 21.4 19.4 18.0 11.2 10.2 9.1 7.4 6.1 6.4 6.2 6.1 5.9 6.8 5.4 5.1 6.0 3.6 3.7 3.9 3.9 3.6 3.9 8.5 6.8 6.9 6.6 6.1 9.2 16.0 17.-6 14.8 16.0 22.5 26.5 24.5 18.4 14.4 10.4 8.3 8.4 11.4 15.6 14.9 13.4 11.8 10.1 8.8 6.1 6.2 8.1 18.0 22.1 21.8 20.3 19.5 14.5 12.3 8.8 7.3 9.9 12.4 12.6 12.7 12.8 12.9 14.0 15.0 14.4 13.8 12.5 12.4 11.6 10.4 10.3 7.9 7.2 &9 6.7 6.4 6.3 6.3 6.5 6.8 7.7 as 9.6 9.4 9.0 7.9 7.3 6.8 6.6 6.0 6.0 5.8 5.4 5.0 6.0 6.0 7.6 8.4 8.6 10.0 9.3 8.5 8.0 7.6 7.2 7.0 6.2 5.8 6.5 6.8 9.0 12.0 13.1 11.6 10.0 9.4 8.5 8.0 7.2 6.8 6.6 6.2 6.0 5.8 6.8 7.4 10.0 8.5 8.1 7.9 7.8 7.8 7.5 6.9 6.3 5.9. 5.6 5.3 6.0 5.1 5.6 7.0 7.4 8.6 9.2 8.6 7.8 7.1 6.7 6.2 6.0 6.7 5.4 5.2 5.1 5.2 6.8 6.3 10.0 9.4 9.0 7.5 7.0 6.8 6.2 6.0 6.8 6.5 5.4 5.0 5.2 5.4 5.8 6.0 6.8 6.6 5.4 5.0 8.4 12.4 14.5 14.3 11.9 9.2 8.5 U.8 17.0 30.5 40.5 6.3 6.1 5.9 5.9 6.0 6.4 6.0 5.8 5.0 6.4 5.2 5.0 4.8 4.6 4.4 4.2 4.1 4.5 6.4 12.7 15.5 10.8 8.0 6.8 6.0 5.6 6.2 6.0 4,8 4.7 47.1 S1..0 62.2 GO. 3 45.0 41.4 39.7 39.3 38.2 33.9 21.0 16.4 13.9 12.0 10.5 9.8 9.0 8.9 8.5 8.3 8.1 7.8 7.4 6.9 6.7 6.S 6.4 6.4 6.1 6.0 4.6 4.5 4.5 4.5 4.5 4.3 4.2 4.0 5.6 6.0 6.8 5.6 5.0 4.6 4.3 4.0 3.8 3.7 3.5 3.4 3.5 4.5 4.6 6.0 5.6 6.2 6.8 8.0 8.3 10.3 14.0 6.4 6.5 6.7 6.7 7.3 7.8 8.9 9.0 0.3 10.0 10.5 10.8 9.5 8.8 8.2 • 7.8 6.4 6.0 5.7 7.6 8.3 9.8 10.5 9.0 8.4 8.8 9.2 8.8 8.4 8.2 7.8 18.6 16.9 12.8 9.5 7.7 6.6 5.8 a.8 5.4 5.4 5.4 5.1 4.8 4.6 4.3 4iO 4.0 4.2 4.7 4.6 4.6 4.1 4.0 4.0 3.8 3.5 3.4 8.6 4.4 4.9 7.6 7.8 8.3 8.0 8.0 8.3 8.2 8.0 9.0 10.1 10.6 13.0 13.6 14.0 12.0 10.5 10.3 10.6 11.2 10.8 10.6 12.2 16.0 14.0 12.8 11.6 9. a 8.5 8.0 7.2 5.5 4.7 4.0 3.0 3.5 3.7 5.0 5.4 4.3 3.9 3.0 3.5 3.0 3.2 3.4 3.7 4.5 4.4 3.7 3.1 2.8 2.9 2.9 2.9 2.8 2.8 2.8 3.1 3.4 3.8 3.4 7.0 6.8 9.8 11.6 11.3 11.0 12.5 13.0 13.6 13.8 11.0 10.0 9.4 9.0 8.0 8.2 8.0 7.7 7.4 7.0 6.5 6.1 5.8 6.5 6.4 5.2 5.0 4.9 4.7 4.0 4.6 3.1 3.0 2.8 2.9 3.1 3.5 3.2 2.9 2.9 3.2 2.9 2.5 2.5 3.4 3.8 4.4 4.2 3.0 3.2 2.8 2.6 2.2 2.1 1.9 1.8 1.7 1.0 1.4 1.4 1.3 1.3 4.4 4.2 5.0 5.6 6.0 6.6 7.0 7.1 6.7 6.4 6.0 5.8 6.5 5.4 5.0 4.8 4.8 4.6 4.6 4.4 4.3 4.1 4.0 4.0 4.5 6.2 4.4 3.8 3.0 3.5 3.5 1.5 2 .1.6 3 1.8 4 .1.8 6 1.6 6 1.4 7 8 1.4 1.5 9 1.5 10 1.5 11 1.4 12 1.3 13 1.2 14 : 1.2 15 1.1 16 1.1 17 •. 1.0 18 1.0 is;: .9 20 .7 21 1.8 22 2.2 23 2.2 24 2.2 25 1.9 26 1.9 27 1.6 28 1.4 29 1.3 30 1.5 31 1886. 1 3.4 2 3.3 8 3.3 4 3.2 B....; 3.2 6 3.2 7 3 8 9 2.7 10 11 2.5 2.5 2.5 2.4 2.8 3.0 3.1 3.0 2.9 2.8 2.6 2.4 2.3 2.3 2.2 2.1 12 13:::::::::::::; 14 IS 16 17 18 19 20 21 23 23 24 ... 25 : 26 27 . . 28 29 30 31 2.0 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. •mx Dally gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Dec. Jan. Feb. Uar. Apr. May. June. July. Aug. Sept. 1887. 1 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.2. 1.2 1.2 1.2 1.3 1.7 2.0 2.0 1.8 3.1 3.4 3.7 3.5 2.8 2.4 2.0 1.7 1.6 1.5 1.5 1.4 1.4 1.3 -1.2 1.2 1.2 1.3 1.3 1.4 1.5 1.6 1.6 1.7 2.0 2.7 3.9 4.7 4.3 3.9 3.4 1.7 1.6 1.S 1.5 1.4 1.4 1.4 1.4 1.6 1.5 1.4 1.4 1.4 1.4 1.8 2.0 2.4 2.8 5.2 6.S 7.5 6.0 7.0 10.6 12.6 13.0 13.4 13.7 11.0 10.0 3.0 2.7 2.4 2.3 2.2 2.1 2.0 2.0 1.9 1.9 2.0 2.0 2.2 2.3 2.1 2.0 1.9 1.9 1.9 1.8 1.8 1.6 1.5 1.5 1.4 1.4 1.4 1.6 1.6 1.6 6.6 6.6 6.0 4.8 4.5 4.6 5.1 5.2 5.2 4.6 4.2 4.0 7.0 8.2 9.0 9.6 11.6 10.1 9.0 14.0 16.0 16.6 11.2 8.6 7.0 6.6 6.9 7.9 10.0 10.6 10.7 1.7 1.6 1.6 1.6 1.6 1.6 1.7 1.8 2.1 3.2 3.9 3.6 3.6 4.1 3.9 3.6 3.5 4.1 3.9 3.9 3.8 3.8 3.6 3.4 3.9 3.6 3.7 4.1 4.9 5.5 5.4 11.0 10.6 10.0 9.0 8.2 7.5 7.0 6.4 6.0 6.8 6.6 6.3 6.0 5.0 6.5 6.2 6.8 7.0 6.6 6.1 5.7 6.4 5.1 13.0 19.6 21.8 20.8 17.4 14.0 13.8 15.3 8.0 14.5 14.7 11.5 9.7 8.1 6.8 6.1 6.8 7.4 10.2 10.9 11.2 13.2 14.6 13.1 14.9 21.4 25.7 24.8 20.2 14.6 11.0 9.2 7.8 7.4 7.0 6.6 6.1 5.9 5.6 16.2 12.7 10.3 14.1 19.0 21.0 21.8 15.2 11.9 10.9 9.7 9.7 9.2 8.6 9.0 12.8 13.4- 12.4 11.5 10.6 17.0 19.0 17.8 19.0 23.2 25:3 26.8 27.3 5.4 6.3 5.2 5.4 6.2 6.8 7.0 7.2 7.6 8.3 9.4 10.9 11.2 10.3 9.5 9.0 8.1 7.5 6.8 6.4 6.6 6.6 6.4 6.3 9.4 11.2 11.1 9.9 8.8 27.3 29.0 17.1 14.5 ly 9.2 8.0 7.4 16.0 21.7 24.0 19.4 14.3 10.3 9.8 8.9 8.0 7.6 7.0 6.6 6.2 6.9 5.6 6.4 6.1 5.8 5.6 5.5 5.4 5.3 6.2 8.0 6.0 5.9 6.7 6.5 5.3 5.0 4.9 6.4 6.5 5.9 6.1 6.7 5.6 6.3 5.1 4.9 4.8 5.2 6.7 6.4 6.6 7.2 11.6 22.6 22.5 19.8' 24.5 27.0 6.2 5.2 6.1 6.0 6.0 6.0 5.0 6.0 4.9 4.9 4.9 4.8 4.8 4.7 4.7 4.6 4.6 4.5 4.4 4.3 4.2 4.2 10,0 15.2 18.0 20.0 21.2 16.0 11.0 7.3 23.6 18.1 14.2 11.2 10.1 8.9 8.1 8.1 8.1 11.0 19.7 22.4 18.4 13.9 11.2 9.6 8.4 7.6 7.2 6.9 6.4 6.0 5.8 5.6 5.4 5.1 5.0 4.8 4.7 4.6 6.6 u 6.8 5.7 5.6 5.6 5.6 5.9 6.5 5.4 5.4 5.3 5.3 5.2 5.1 5.0 5.0 4.8 4.7 4.7 4.6 4.6 4.6 5.2 5.8 6.0 6.0 5.5 5.1 5.0 4.6 4.6 4.6 4.3 4.2 4.2 4.1 4.0 4.1 4.5 4.9 5.0 6.1 4.9 4.9 4.8 4.6 4.4 4.8 5.0 5.0 5.1 5.0 7.8 9.6 9.6 8.8 7.4. 7.6 7.8 8.1 6.8 8.0 9.1 9.6 9.4 9.3 10.1 10.4 9.7 9.5 8.9 8.5 7.0 5.9 5.5 6.2 5.0 4.9 4.8 4.6 4.6 4.5 4.5 4.7 4.8 4.6 4.5 4.0 3.8 3.7 8.3 8.4 9.2 7.9 7.0 6.0 5.4 6.0 4.6 4.4 4.4 4.2 4.0 4.0 4.1 4.0 4.0 3.9 3.8 3.7 3.6 3.6 3.7 3.6 3.4 3.6 2.8 3.9 6.8 7.5 3.6 3.6 3.4 3.4 3.4 3.3 3.7 4.6 5.4 5.6 5.0 4.4 3.8 3.1 2.8 2.5 2.3 2.0 2.0 1.9 2.1 2.2 2.6 3.2 3.4 3.2 3.2 3.4 3.4 3.5 3.6 7.1 6.0 5.0 4.4 4.0 3.7 3.8 3.8 3.7 3.7 3.5 3.4 3.8 3.7 3.7 3.5 3.1 3.1 3.0 3.5 2.8 3.0 3.0 3.0 2.4 2.6 2.0 1.9 1.8 2.0 2.0 3.6 3.4 3.3 3.6 8.4 10.6 9.1 8.2 7.7 6.3 5.7 5.0 4.5 4.2 3,9 3.8 3.6 3.6 4.1 4.1 4.3 4.0 3.8 3.7 3.3 3.3 3.6 4.8 5.8 5.4 4.6 2.0 2.6 2.4 2.4 2.6 2.8 3.3 2.9 2.8 2.6 2.5 2.9 3.0 2.8 2.8 2.9 2.7 2.2 2.0 2.0 2.2 2.7 4.9 6.2 5.0 4.2 3.4 3.0 3.2 2.4 2.6 4.0 3 4 2 3 3.0 4 s 2.6 7 8 . ....... 2 2 9 T 2 1 10 2.0 ll- 2 }!■:::::::;::.:: 1.8 1.7 14 1.7 15 16 1.6 1 5 17 1.6 18 1.4 19 1.3 20 1.4 21 1.4 22 1.4 23 J.* 24 '14 25 L3 20 1.4 27 ;. ... 28 1.5 1.9 29 2.2 30 2.4 31 1888. 1 2 3 3.5 6.0 7.9 4 6 a 7.0 6.6 6.6 7 7.6 8 u 9 ... . . 10 11 12 9.4 9.1 9.0 13 . U.2 14 15..., 16 10.6 9.7 6.0 17 8.6 18 11.3 19 20 11.5 10.7 21 9.0 22 7.4 23 6.6 24 7.6 25 7.1 26 6.5 27 5.5 28... 29 30 4.9 4.5 4.0 31 Digitized by Microsoft® 262 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Dm. Jan. Feb. Mar. Apr. May. Juno. July. Aug. Sept. 1889. 1 3.8 3.5 3.4 3.3 3.1 4.0 3.2 2.8 4.6 S.3 5.7 6.8 6.0 4.2 6.8 6.7 6.3 4.8 4.4 4.2 4.0 4.2 4.9 5.2 7.6 10.7 13.4 20.0 18.6 16.5 11.6 4.8 4.5 4.3. 3.9 3.6 3.3 3.1 2.8 2.7 2.6 2.5 2.4 2.4 2.3 2.2 2.2 2.3 2.3 2.3 2.2 2.2 2.1 2.2 2.1 2.2 2.3 2.4 2.4 2.4 2.6 2.8 8.4 6.5 7.4 7.1 6.7 «.4 6.9 5.4 6.8 13.6 20.9 21.0 18.5 17.6 18.0 15.8 15.4 15.0 16.1 16.6 10.^ 10.0 8.6 7.9 7.2 7.0 6.6 6.1 5.9 5.7 2.7 2.7 2.8 4.7 4.3 6.4 4.8 4.8 6.6 8.9 11.3 10.0 8.7 9.1 9.6 8.7 8.5 10.3 10.5 10.9 11.3 9.9 9. J 10.3 10.0 9.6 8.0 7.4 7.4 7.9 5.5 5.3 5.1 4.9 4.7 4.5 4.4 4.2 4.0 4.3 4.5 4.7 4.9 6.1 5.6 5.1 4.2 4.3 4.5 4.8 6.6 6.6 6.9 6.1 5.7 5.1 4.6 4.2 4.7 4.7 4.6 7.7 7.6 7.4 6.6 6.0 5.6 6.4 6.2 5.0 4.9 4.7 4.6 4 4 4.3 4.2 4.0 3.9 3.8 3.7 3.6 3.6 3.5 3.5 3.8 4.0 4,0 3.8 3..7 3.6 4.4 4 8 6.5 5.8 5.6 6.2 6.3 ■8.5 9.4 10.4 11.3 12.2 12.4 11.8 10.9 1:1 7.5 7.9 8.9 9.6 10.6 11.3 12.0 12.3 12.2 9.8 8.5 9.2 10.2 11.6 13.0 14.0 4.9 6.2 5.1 5.0 5.0 4.8 4.7 4.6 4.7 4.9 4.7 4.6 4.6 4.9 4.6 6.4 7.2 9.2 8.2 7.5 7.0 9.6 13.0 12.3 11.7 10.0 8.3 7.3 6.6 7.7 8.3 14.6 13.5 12.8 11.6 10.6 9.8 8.9 7.6 7.6 8.1 8.8 8.7 8.0 6.8 6.2 6.6 20.0 29.6 29.2 27.2 ■ 29.0 27.1 21.0 16.0 10.1 8.5 8.3 8.0 8.0 7.3 7.3 7.4 7.2 7.8 8.3 11.6 19.3 20.4 17.8 14.7 12.0 10.0 9.8 9.6 9.0 9.3 8.5 7.8 7.3 7.1 72 7 4 12.1 18.7 26.4 34.8 7.7 7.2 6.9 6.9 7.6 7.8 7.3 6.8 a.3 5.8 6.4 4.9 4.5 4.0 3.7 3.3 3.2 3.5 6.9 7.3 8.9 9.5 9.3 8.7 8.0 7.4 6.9 6.5 6.8 5:1 4.6 40.2 42.5 41.0 34.4 23.0 15.1 14.2 14.4 12.8 11.2 10.0 9.2 8.6 8.7 9.7 13.7 15.1 14.9 13.0 11.7 12.4 14.0 20.0 25.5 27.2 26.0 21.4 16.4 13.0 11.9 10.7 4.7 S.1 5.5 5.4 5.1 4.9 4.6 4.1 3.9 3.6 3,3 3.3 3.2 3.9 4.6 5.6 6.4 7.4 7.9 8.2 8.1 7.8 7.2 5.6 4.1 4.0 4.0 3.9 4.1 4.4 10.0 9.8 9.4 9.7 12.2 14.0 13.6 13.4 11.9 10.5 9.6 8.7 8.0 7.5 71 6.9 7.1 9.4 16 6 20.4 18.2 14.3 11.3 9.6 8.7 8.4 8.4 •8.6 8.4 8.1 4.6 4.4 4.6 4.6 4.5 4.9 5.0 4.6 4.2 3.9 3.7 3.6 3.4 3.3 3.2 3.4 3.3 3.4 3.8 3.6 3.4 3.2 3.0 2.8 2.8 2.7 2.7 2.7 2.8 3.0 3.5 7.6 7.1 6.7 6.8 7.0 7.5 8.9 9.1 8.7 8.7 8.1 7.7 7.2 6.7 6.6 78 9.3 8.6 7.9 8.8 10.7 11 9 11.9 11 6 9.2 7.8 7.4 8.0 8.1 7.4 6.8 7.6 8.0 12.4 11.2 7.8 7.3 5.6 5.1 4.7 4.5 4.4 4.2 5.0 5.8 7.2 10.0 10.6 10.4 10.7 10.3 0.0 8.2 7.4 6.4 6.6 4.8 4.0 4.0 3.9 5.2 6.1 6.6 5.3 5.3 5.2 5.3 5.2 4.9 4.7 4.6 4.5 4.4 4.0 3.9 4.0 4.1 4.0 3.9 3.7 3.6 3.7 3.8 3.7 3.8 4.0 4.0 3.9 3.9 3.5 3.1 5.0 5.2 6.6 6.0 6.8 8.2 8.0 7.0 6.9 5.2 4.6 4.0 4.0 3.8 4.2 5.1 6.3 0.0 6.8 5.2 4.0 4:4 4.0 3.8 30 3.6 3.6 4.8 7.5 9.0 9.2 3.2 2.9 2.9 3.0 3.0 3.0 3.0 2.9 2.8 2.7 2.7 3.0 2.7 2,6 2.3 2.1 2.0 3.2 4.7 4.7 4.1 3.6 3.2 3.2 4.1 6.9 7.5 7.7 7.6 8.3 9.7 10.1 10.1 9.3 9.2 8.6 7.4 6.7 5.7 5.1 6.0 6.6 6.0 6.0 7.4 6.5 6.4 5.C 4.9 4.4 4.1 3.8 4.3 4.3 4.5 4.5 4.2 4.1 4.3 5.8 5.2 4.7 4.7 4.8 4.5 5.2 5.7 6.6 7.5 7.2 6.3 5.8 5.2 4.8 4.2 3.8 3.7 3.3 3.1 2.6 2.5 3.8 4.0 3.3 3.8 3.6 3.0 4.2 2 V. 8 4.0 i 3.9 6 4 6 C 2 7 ■. 6.9 8 ; 5.7 9 4.6 10 U 4.0 12 .- 3 7 13 3.6 14.... 15 , 3.2 16 2.7 17 2.4 18 ,. 7.6 19 8.0 20 7.2 21 C.4 22 4 8 23 4.3 24...; 4.8 25 7 4 26 7.4 27 6.7 28 6.8 29 6.4 30 6.5 3j 1890. 1 7.6 2 5 6 3 5 7 4 . 4 I 3 6 6 3 2 7 .- 8 3 2 9 10 . 2.8 3.0 8.4 3.6 4.6 4.0 4.0 3.7 4.0 5.3 3.7 3.7 5.8 3.5 3.3 3.4 4.0 4.3 4.« 3.8 5.3 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 6.3 5.4 31 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 263 Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Sec. Jan. Feb. Mar. Apr. May June. July. Aug. Sept. 1891. 9.4 8.1 7.7 7.2 6.4 S.7 5.2 S.2 5.6 5.3 4.8 4.6 4.4 4.2 3.9 • 3.7 3.7 3.7 4.2 4.0 4.0 3.8 6.3 7.2 8.8 9.2 9.5 8.6 7.6 7.1 7.0 1.8 1.9 1.9 1.8 1.8 1.7 1.7 1.6 1.7 1.7 1.8 1.8 1.7 1.7 1.7 l.fl 1.6 1.5 1.5 IrS 1.6 1.6 1.6 1.S 1.6 1.6 1.5 1.6 1.4 1.4 1.4 6.8 6.6 6.7 5.3 6.0 4.6 4.4 4.3 4.0 3.9 3.8 3.6 3.6 3.4 3.3 3.2 3.2 3.0 3.2 3.1 3.1 3.1 2.9 2.8 2.8 2.7 2.6 2.6 2.6 2.4 1,3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.6 1.7 2.7 3.6 4.1 3.6 2.8 2.6 2.4 2.6 2.3 2.4 3.0 4.« 6.2 6.7 6.3 6.6 4.7 4.0 2.4 2.4 2.3 2.3 2.3 2.6 2.8 2.9 7.1 8.1 8.2 7.7 7.4 6.4 3.7 4.2 3.9 3.9 4.0 4.0 3.9 3.9 3.9 3.9 4.3 4.6 9.4 12.5 12.9 12.4 9.3 3.7 3.2 2.9 2.8 6.6 6.1 6.6 8.6 10.8 10.9 10.2 8.5 6.8 6.7 6.1 6.0 6.2 6.3 4.8 4.6 4.3 4.0 3.8 8.7 4.1 4.9 8.1 10.2 9.6 8.4 7.8 7.7 7.8 9.9 14.1 15.5 16.2 10.4 8.2 7.1 6.3 a.^ 8.9 10.7 10.0 9.2 7.3 7.8 7.S 7.6 7.6 7.3 8.2 12.5 15.3 14.0 13.6 11.2 9.7 7.9 7.9 8.9 6.6 .6.6 8.1 8.8 8.7 8.4 9.0 9.8 10.0 9.3 8.1 8.3 11.2 22.9 32.9 37.1 37.9 36.2 26.3 18.7 19.0 19.0 17.4 14.9 12.2 10.6 9.7 8.6 7.7 6.9 6.8 9.8 13.2 16.1. 19.8 22.6 21.6 18.3 16.9 14.5 21.0 27.8 34.3 37.5 36.6 29.0 21.1 19.7 18.2 16.5 15.5 18.8 24.0 27.7 29.0 26.7 20.6 19.0 6.5 6.2 6.0 5.8 6.5 6.4 5.3 5.8 8.1 11.6 11.3 10.6 8.9 7.7 7.2 7.4 8.0 7.9 7.6 7.7 7.9 8.9 8.9 8.7 7.9 7. .6 6.7 6.4 6.0 18.6 17.6 15.6 13.3 15.4 20-. 23.6 29.1 34.6 37.5 38.9 37.6 ^.6 27.0 22.2 19.8 18.1 15.3 13.5 12.3 11.3 10.8 10.7 10.8 . 10.6 10.4 10.5 14.1 13.6 13.0 13.1 5.7 6.6 6.6 6.3 S.1 6,0 4.9 6.0 6.0 7.1 8.0 7.9 7.6 7.6 6.8 6.2 6.9 6.5 7.6 8.2 8.2 7.8 7.6 8.4 9.0 9.5 10.0 10.6 10.3 9.7 9.4 16.4 16.3 16.3 15.7 15.1 12.6 lois 9.8 9.6 9.8 9.9 10.6 11,3 12.2 10.8 9.4 8.4 8.2 7.9 7.9 7.6 7.4 7.4 7.5 7.5 714 7.2 6.6 6.2 9.1 8.3 7.4 6.8 6.6 8.6 21.7 31.6 34.2 34.3 31.0 26.6 18.0 12.9 11.7 10.9 10.0 9.4 8.8 12.3 16.2 16.3 15.6 14.8 13.6 13.7 13.6 10.4 9.1 R.8 6.9 6.7 6.6 5.5 5.2 5.1 4.9 4.7 4.6 4.6 4.4 4.3 4.2 4.1 4.2 4.2 4.5 4.7 4.7 4.6 4.5 4.3 4.1 4.0 3.8 3.9 4.0 4.1 4.1 4.7 6.3 8.7 8.2 7.6 7.3- 7.4 7.0 6.6 6.3 6;2 5.9 5.6 . 6.7 i.i fi.3 6.2 6.1 4.8 6.1 6.6 6.1 6.6 6.9 7.1 7.6 7.8 6.7 6.2 6.8 6.7 6.6 5.8 5.6 5.3 4.8 4.4 4.1 3.9 4.1 4.6 4.7 6.5 7.0 6.6 5.7 6.6 5.7 5.8 6.1 6.8 7.3 6.8 6.8 6.5 7.1 7.4 7.6 6t2 4.9 4.3 4.1 5.6 6.4 ■ 5.6 5.8 8.8 9.2 9.3 8.7 g.6 g.'3 7.8 8.0 8.1 7.8 6.0 6.3 4.8 4.4 4.4 4.3 7.0 7.8 7.4 7.1 6.9 6.8 6.7 7.3 7.6 7.2 3.9 3.8 3.6 3.6 3.6 . 3.6 3.4 3.2 3.3 4.6 5.1 4.4 3.9 3.5 3.1 2.9 2.8 2.7 4.1 5.<) 4.5 4.0 3.8 3.6 3.5 3.6 3.5 3.6 3.7 3.8 6.7 6.6 6.6 6.6 6.4 6.6 8.9 11.2 11.8 10.1 8.6 9.0 9.6 9.4 8.9 8.7 8.5 8.4 8.1 7.6 7.2 6.9 6.2 6.6 6.4 6.2 5.0 4.6 4.6 4.3 4.1 3.8 8.3 10.3 15.1 16.4 12.0 8.7 6.9 5.8 6.1 4.6 4.4 4.0 4.0 3.9 3.8 3.6 3.5 3.4 3.0 3.0 3.4 4.0 4.6 5.5 6.6 7.7 8.2 8.1 7.0 6.4 ai 4.2 4.1 4.2 •4.0 4.1 4.9 4.2 3.8 3.5 3.3 ' 3.3 3.1 3.5 3.6 3.7 3.5 3.1 2.9 2.8 2.8 3.0 2.9 2.9 3.0 2.7 2.8 3.2 3.6 4.4 3.8 3.3 5.4 4 7 2 3 4 4 2 5 5 1 6 . . 5.1 5 2 7 8 5 2 10 11 4.9 4.4 12 13 3.6 3 5 14 16 .... 3 5 17 3 S 18 3.2 19 2.9 20 ... 2 7 51 . . 2 6 22 2 5 23 2 4 24 . . 2.3 25 2.2 26 2.2 27 2.1 2S 2.0 29 1.9 30 1.9 31 1892. 1 2.1 2 . 1.8 3: 4 1.7 1.5 5 1.3 6.. . 2 2 7.... 2.1 8 2.0 9 2.0 to 1.9 11.. 20 12 1.8 13 2.1 14 15 16 2.1 2.1 3.1 17 18 19 4.6 4.t 3.6 20 3.0 21 22 2.8 3.0 23 2.6 24 2.3 25 . 2.3 2S 3.6 27 3.6 28 3.1 W 30 2.6 2.4 31 Digitized by Microsoft® 264 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. on. Nov. Ian. Feb. Apr. Uay. June. July. Aug. 1894. 3.0 1.9. 1.8 1.7 1.6 1.6 1.6 1.5 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 2.6 2.6 2.4 2.4 2.6 2.5 2.9 3.1 2.9 2.9 2.6 2.5 2.4 2.5 2.0 1.7 9.6 6.4 6.7 5.2 4.1 3.4 3.1 2.8 3.1 3.3 4.9 4.0 4.0 3.5 3.2 1.1 1.Z 1.2 1.6 2.0 2.3 2.4 2.4 2.9 4.4 6.9 6.6 7.0 4.4 4.2 4.8 6.6 6.2 6.4 6.2 6.8 4.8 4.4 4.2 3.9 3.4 3.1 3.0 3.0 3.6 3.1 3.0 2.8 2.7 2.6 2.6 2.4 2.4 2.3 2.4 2.5 4.8 3.8 3.6 3.6 3.0 2.8 2.7 2.6 2.6 2.6 2.6 2.6 2.5 2.4 2.5 2.6 2.8 2.7 2.5 4.1 4.0 3.8 3.7 3.6 3.3 3.2 3.2 3.0 2.9 2.7 2.6 2.6 3.3 3.4 5.3 8.1 8.7 8.4 8.9 7.8 6.7 6.8 5.2 4.8 4.8 3.9 3.3 2.6 3.9 3.7 4.1 4.3 4.7 4.7 4.5 4.1 4.0 8.7 3.2 3.1 3.0 2.9 3.0 3.2 3.6 3.8 3.9 S.6 8.3 3.1 2.9 2.'S 2.7 2.6 2.5 2.7 3.1 3.4 3.4 4.7 6.7 5.6 6.3 6.2 4.7 4.0 3.8 3.4 2.9 2.9 2.9 3.1 3.1 3.4 3.7 3.8 4.4 5.3 7.1 2.9 3.4 3.8 3.9 3,5 3.1 4.9 6.1 9.5 9.0 8.5 7.9 8.3 8.0 7.8 7,8 7.1 7.2 6.3 6.0 6.3 6.0 5.0 6.2 6.3 5.2 6.4 6.4 6.1 6.0 4.9 10.4 12.1 10.6 8.6 8.0 7.7 7.0 6.6 6.1 6.2 8.5 14.7 21.8 23.6 22.6 21.3 23.6 29.4 32.4 33.4 32.8 28.6 18.2 12.3 10.4 9.3 8.4 8.2 6.1 6.0 4.9 6.6 21.9 25.6 23.9 19.7 16.1 16.0 16.7 1.;.4 15 2 14.1 12.2 10.3 9.6 8.6 8.4 8.3 8.5 8.7 8.8 8.2 7.9 7,0 7.7 7.7 8.4 9.1 8,9 S.9 8,7 9,0 9,1 8.8 8.8 9.4 11.1 11.7 U.5 12.0 10.6 9.5 8.4 7.6 7.0 6.7 6,3 6,0 5.8 6,7 6,4 6.8 6.8 6.3 6.9 6.8 6.7 ■7.7 8.2 9.4 9.7 9.6 9.3 8.6 8.2 7.9 7.2 6.6 6.7 7.2 7.0 6.9 6.8 7.3 7.4 7.7 7.1 8.8 a? 8,1 7,7 7.3 7.0 6.6 6,9 6,7 6,2 5.5 5.3 6.1 6.1 5.1 6.2 5.4 5.4 6.1 5.1 6.1 6.0 4.8 10.2 12.1 10.4 8.6 7.4 6.5 6.4 7.2 7.2 7.1 6.8 6.7 6.6 6.7 7.0 9.6 10.4 6.0 4.8 6.4 6,3 6.8 7,2 7,4 6.6 6,7 6.9 7.2 8.6 7.8 7.2 6.7 6.3 5.6 5.0 6.1 4,9 4,8 4,7 4.6 4.6 4.3 4.2 4.1 4.0 4.0 10.2 9.6 11.0 IS. 4 24.6 28.2 30.0 28.2 18.0 12.8 11.7 10.4 9.4 8.8 8.1 7.8 9.4 10.4 8.9 7.7 7,4 6.7 6.1 6.7 6.4 6.2 6,0 4.6 6.4 6.6 7.4 3.9 3.8 3.7 3.7 3.5 3.4 3.3 3.4 3.2 4.7 5.1 4.8 4.3 4.0 4.1 5.2 5.0 6.4 6.6 6.2 6.8 ao 7.1 6.7 «.0 6.6 6.1 4,7 4.2 7.4 8.0 10.0 8.1 6.6 8.3 16.0 20.7 19.1 16.2 11, S 8.9 7,3 6.8 6.6 6,2 5.6 6,4 6.3 6.2 6.4 6.6 5.7 5.4 5.9 5.6 5.2 5.1 4.7 4.1 3.8 3.6 3.6 3.4 3.3 3.2 2.9 2.8 2.6 2.6 2.5 2.4 2,3 2.3 2.2 2.1 2.0 2,1 2,4 2.5 2.6, 2.6^ 2.3 2.2 2.2 2.6 2.G 2.7 2.9 4.3 3.9 3.8 4.2 6.2 4.8 3.9 3.8 3.6 3.4 3.4 3.4 3.3 3.2 3.0 2.8 2.7 2.8 3.0 3.2 3.6 3.6 4.6 6.3 5.5 3.7 3.4 2.9 2.7 2.6 2.6 4.4 4. a 3.7 4.4 4.2 3.7 3.2 3.3 3.1 3.3 3.7 3.3 2.7 2,4 2.1 1.9 1.8 2.8 2.4 2.4 3.7 3.8 3.4 4.0 4.1 3.9 3.8 3.6 3.3 3.3 2.6 2.5 3.1 3.5 3.3 3.2 4.9 6.0 4.1 3.8 3.3 3.0 2.7 2.5 2.8 2.9 3.8 5.2 4.9 4.0 2.9 2.6 2.4 2.3 2.2 1.9 1.8 1.6 1.6 1.7 1.6 2.9 3.9 2.9 2.8 2.9 3.0 2.9 2.9 3.0 2,6 2.3 2.1 1.9 1.8 2.0 4.6 3.6 3.0 3.1 3.7 4.0 3.6 3.0 2.6 2.2 2.7 2.4 2.7 4.3 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 265 Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. 189S. 189^). 1.0 1.6 1.8 1.8 1.5 1.3 1.1 VO .8 .9 1.2 1.9 2.4 2 1 1.7 1.4 .1.1 1.0 .8 .8 .8 .7 .7 .7 10 1.1 1.0 1.0 1.0 1.0 .9 1.0 1.0 1.0 .7 .7 .7 .7 .7 .7 .7 .7 1.0 Nov. Dec. 1.4 1.7 2.3 1.6 1.4 1.6 1.5 1.8 1.2 1.1 1.0 1.0 .9 .8 .8 1.0 1.0 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.2 i.3 1.6 1.6 1.3 1.3 1.2 1.1 1.2 1.3 1.7 2.1 2.4 2.2 2.0 1.9 1.8 1.7 1.5 1.3 1.1 1.3 1.4 1.3 1.3 1.3 1.3 1.3 1.5 Ian. 1.0 1.0 .9 .9 1.1 1.2 1.6 3.8 R,-6 11.1 11.2 10.8 8.6 6.6 4.7 4.2 3.6 3.2 2.8 2.7 2.5 2.4 4.2 6.9 8.4 7.9 5.8 1.4 1.6 1.4 1.4 1.4 1.6 1.5 1.4 1.3 1.3 1.4 1.5 1.8 1.9 2.0 1.9 1.8 1.7 1.6 1.5 1.6 2.1 3.3 4.2 4.6 4.3 4.2 4.5 6.2 4.7 4.7 Feb. 4.7 3.9 3.3 3.2 3.1 8.1 3.3 4.0 10.9 20.5 28. S 32.1 M.2 28.3 19.6 12.3 10.9 10.0 9.7 9.1 9.6 10.2 9.9 9.1 10.8 10.8 10,0 9.3 8 8 8.6 8.4 4.9 5.0 4.9 4.9 4.7 4.3 3.6 3.3 3.2 3.2 3.1 3.1 2.9 2.7 2.6 2.4 2.3 2.3 2.3 2.3 2;3 2.5 3.1 5.0 6.5 8.2 8.0 7.0 6.0 6.3 4.8 7.6 7.2 7.3 7.6 7.6 7.4i 6.9 6.5 6.4 6.0 4.0 3.3 4.2 Apr. May. 4.3 4.7 4-7 4.2 4.7 1.6 6.1 fi.6 O.l 6.7 6.8 6,5 6.3 6.3 4.4 6.2 10.0 11..6 10.5 9,3 11,3 14.0 13 8 13,2 12.8 11.4 10.1 12! 8 13.6 12.5 11.0 9.0 7.6 6.7 6.0 6.4 4.9 4.7 4.6 4.5 4.4 4.2 June. 6.8 7.8 7.3 7.4 IZl 6.8 18.2 0.6 19.9 6.3 18. 2 6.2 13.4 6.0 10.6 9.6 9.2 10.7 8.6 11.4 8.1 13.0 7.6 12.5 7.8 10.4 8.0 8.8 8.7 7.9 9.4 7.4 9.2 10 9.« 9.0 9.4 11. 8 8,9 11.8 14.3 9.9 20.6 8.6 22,7 7.7 22.0 7.t 13.2 6.7 13.0 fi.3 11.3 6.0 10,6 6.0 9,5 5.9 8.9 6.9 8.4 4.1 14.8 3.9 27.7 3.8 34.4 .3.7 38.8 3.6 40.6 x.r> 36.9 3.4 23.3 3.5 11.6 3.5 9.0 3.4 8.0 ,3.6 7.2 3,fi 6.7 3.8 6.2 3.8 5.8 3.7 5.5 3.8 5.2 .5.6 6.0 Ift.l 4.8 13.1 4.6 15.7 4.4 13.8 4.2 11.2 4.1 9.6 4.1 8.4 4.0 7.9 4.0 7.6 3.8 7.2 3.7 fi.7 3.8 6.2 3.8 .1.8 3.6 7.7 6.0 6.8 6.6 6.4 6.7 6.0 6.8 7.0 8.2 8.6 9.0 8.8 8.9 9.5 9.0 8.2 7.7 7.1 7.0 7.2 7,1 6.7 6.2 6.8 6.6 6.6 7.0 7.6 7.4 6.7 6.0 3.4 3.4 3.4 3.5 4.0 4.6 4.6 4.3 4.0 3.7 3,4 3.1 2.9 2.8 2.1 2.6 2 5 2.4 2.4 2.2 2.1 2.1 2.5 3.2 3.6 3.8 3.2 3.1 2.8 2.7 2.5 S.6 6.2 4.8 4.5 4.2 4.4 4.0 6.2 6.1 4.6 4.2 3.8 3.6 3.6 3.4 3.4 3.3 3.7 3 5 3.2 3.1 3,2 3,1 3,0 2,9 2 9 2.6 2.5 2.5 2,6 July. Aug. 2.6 3.0 4.4 5.7 6.2 4.7 4.1 3.6 3.5 4.5 7,0 6.3 5.1 4.3 3.6 3.2 3.0 2.8 2.9 3;! 3.7 3.5 3.5 3.3 3.1 2.9 2.6 2.6 2.8 3.0 3.2 3.4 3,8 4.0 4.6 6.0 6.0 6.1 5.5 5.7 5.1 4.4 3,8 3.4 3.2 3.2 3.7 3.0 3.3 3.0 2.7 2.7 2,6 2,4 2.4 i.9 3.8 10.2 10.1 74 6.3 3.3 3.2 3.1 3.2 3.2 3.2 3.6 5.0 7.9 14.2 21.1 21.6 15.6 11,5 11.2 11.4 11.0 13.9 12.5 9.6 7.6 6.5 8.5 8.5 8.6 7.8 11.1 12.2 9.3 7.2 6.2 4.4 4.1 3.8 3.5 3.4 3.0 3.2 3.3 3.3 3.0 3.0 2.9 3.2 2.9 2.8 2,7 3.1 4.3 4.9 5.7 S.3 Sept. 6.1 5.3 1.9 1.6 4.8 1.4 4.6 1.3 4.7 1.3 4.2 1.2 3.7 1.1 3.6 1.0 3.7 .9 3.4 5 5 2.4 6.2 2.1 4.8 1.9 4.6 1.8 4.5 1.6 4.9 1.6 ,i>.0 1.5 4.2 2.0 .3.8 2.8 3.4 2.7 3.3 2.4 3.4 2.0 3.2 1.8 .3.2 1.6 3.1 1.6 3.0 1.5 3.0 1.3 2.9 1.4 2.7 1.4 2.6 1.3 2.4 1.2 2.4 1.2 2.2 1.3 2.2 1.4 2.8 1.6 2.6 2.0 2.7 1.7 3.2 1.5 4.0 1.5 3.6 2.7 2.8 Digitized by Microsoft® 266 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. 1897. 2.5 2.3 2.6 8.0 2.7 2.6 2.1 1.7 1.5 1.4 1.2 u 1.2 1.6 1.7 1.6 1.0 1.7 1.6 1.6 1.4 1.2 1.2 1.2 K2 1.2 1.2 1.1 1.1 1.3 .8 .8 .7 .6 .6 .6 .4 .4 .4 .4 .6 .6 1.0 1.4 1.2 1.2 1.2 1.2 1.2 1.6 2.0 1.8 1.6. 1.4 1.6 1.4 1.2 1.0 1.0 .8 .8 1.2 1.2 1.3 1.6 1.6 1.6 2.3 3.6 4.2 4.1 3.3 3.2 5.8 7.3 6.6 6.5 4.9 4.3 3.8 3.4 3.0 2.8 2.6 2.4 2.3 2.2 2.1 2.2 5.3 9.4 .8 .9 1.1 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.1 1.0 1.0 .9 .8 .8 .8 .8 .8 .8 .» v7 .7 .7. .7 .7 .7 .7 .7- .7 H.2 13.6 13.9 11.1 8.2 6.6 6.6 4.9 4.6 4.4 4.5 4.7 4.4 4.5 4.4 4.1 3.9 3.8 4.2 4.8 4.6 4.3 4.0 3.8 3.6 3.3 ,3.1 2.9 2.7 2.6 2.5 1.0 1.3 1.4 2.2 3.5 3.'8 3.9 3.4 2.8 2.4 2.4 2.0 1.8 1.8 2.6 2.7 2.4 2.6 2.7 3.6 4.9 8.0 10.2 8.8 7.6 6.3 6.6 4.9 44 4.0 3.8 2.4 2.5 2.5 2.6 2.6 2.7 2.9 3.0 2.8 2.8 2.7 2.6 2.4 2.6 4.1 6.5 6.6 6.3 6.4 6.8 7.0 7.2 7.3 7.0 6.6 6.9 5.3 4.8 4.4 3.7 3.0 3.4 3.2 3.0 2.9 2.8 2.6 2.7 2.8 3.0 3.2 3.2 6.5 13.2 14.4 12.2 12.2 12.4 10.0 9.2 11.7 13.8 13.4 1Z6 12.4 12.4 16.0 18.2 16.7 14.2 11.2 9.0 3.0 7.0 10.1 10.5 9.4 &3 8.8 10.7 14.1 15.5 13.2 10.8 9.9 10.0 10.6 10.7 9:8 8.6 7.6 7.0 7.0 8.3 13.2 25.2 31.6 34.8 33.8 23.6 7.6 6.7 6.2 5.4 5.0 4.6 4.4 4.4 4.3 4.2 40 3.9 3.8 3.8 3.8 3.7 3.6 3.5 3.3 3.3 3.2 3.2 3.4 3.S 3.6 3.8 3.6 3.4 12.6 9.6 8.6 9.0 9.5 12.1 19.2 25.1 24.2 21.3 22.3 28.4 34.9 37.9 37.0 37.0 36.0 33.8 .29.6 29.6 32.4 33.3 30.9 25.0 18.1 142 12.2 10.8 9.8 9.1 8.6 3.3 3.2 3.0 3.0 3.3 3.4 3.S 3.4 3.2 3.0 2.9 2.8 2.8 2.8 3.2 5.1 5.0 5.2 5.5 6.1 6.7 6.4 5.2 46 43 42 44 44 46 6.6 13.2 8.7 12.2 15:0 16.0 26.0 30.4 29.7 2.'). 4 20.0 16.0 14.1 12.6 11.4 10.3 9.7 9.8 10.2 9.8 9.3 8.8 .S.1 7.5 7.0 6.7 6.4 6.2 6.0 6.1 6.2 6.8 17.4 17.8 16.0 11.4 ia4 12.2 11.6 10.3 9:3 &3 8.6 9.5 9.4 9.0 9.0 9.2 8.6 8.2 8.0 8.0 7.4 7.0 6.6 6.8 6.6 6.6 6.4 7.1 7.0 6.8 5.9 6.3 7.4 9.6 9.6 8.5 7.7 7.2 6.6 6.2 6.0 6.2 7.8 IS. 4 22.4 20.3 16.5 11.9 9.1 7.7 6.9 6.4 5.9 5.6 5.6 6.0 4;8 4.6 4.4 4 2 43 6.4 5.8 6.4 5.0 47 44 44 41 42 42 44 46 44 4 2 40 3.9 3.8- 3.7 3.7 3.6 3.6 3.6 3.5 3.4 3.4 3.7 6.0 5.6 49 4.2 3.7 43 42 42 41 41 4 1 40 44 43 41 5.6 5.8 49 42 3.8 3.6 3.6 3.6 3.3 3,4 46 4.9 5.0 5.3 5.7 6.1 5.2 6.0 6.0 6.1 3.4 3.3 3.3 3.3 2.8 2.6 2.4 2.2 2.0 8.0 L8 2.0 1.8 1.8 1.6 1.8 2.0 2.4 3.5 4^ 6.4 6.6 6.0 46 3.7 3.4 2.9 2.8 2.8 2.6 49 44 3.8 3.4 3.6 40 3.8 40 43 40 42 47 45 41 3.8 3.7 48 6..6 5.8 5.9 6.6 6.0 6.8 6.4 8.6 11.2 12.2 8.2 6.4 5.5 48 •2.4 2.4 2.2 2.0 2.4 2.1 2.1 2.2 2.6 3.0 3.5 3.4 3.2 2.8 2.8 3.5 4.6 5.,4 46 42 40 3.3 3.3 3.4 3.6 3.6 4.6 5.0 5.4 5.9 7.9 44 3.8 3.8 3.6 3.3 3.4 42 42 48 5.5 6.1 44 40 3.4 3.0 2.8 2.8 3.2 n 3.0 3.4 3.4 3.8 3.2 28 28 2.8 2.4 2.2 2.1 8.2 7.6 6.4 6.4 6.2 11.8 146 12.6 ia2 8.5 9.0 12.3 148 15.8 15.0 11.6 8.9 7.1 6.4 6.0 40 6.6 5.4 4.8 43 4.0 40 41 4.3 4.1 .1. 8 2.1 1 - 2.3 1.8 4 1.8 6 1.8 6 ,. 1.7 7 1.7 8 1.6 9 .... 1.6 10 1.4 11 1.2 12 1.2 13 1.2 «;.::::::::::: 1.0 is: 1.0 16 . w - . 1.0 17 .9 18 .9 16 .8 20 ,8 21 22 .9 ,8 23 ,8 24 ,9 25 ,8 26 .8 27 .7 28 .7 29 .7 30 ,8 31 1898. 1 3.6 2 4.0 3 9.2 4 ; 18.5 s 25.0 e 22.2 7 15.7 8 9 9 5 10 8.6 11 12 7.4 6.4 6.7 5.2 48 44 42 13 14 15... - 16 17 18 40 19 3.8 3.6 3.4 3.6 6.0 20 21 22... 23 24 25 6.4 7.i 6.: 5.( 4.: 3.! 28 27 28 29., 30.; 81 Digitized by Microsoft® Tennessee River at Chattcmooga^ Tenn. 267 Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Dec. Jatt. Feb. Mar. Apr. May. Jmie. July. Aug. Sept. ISM. 1 3.6 3.3 3.2 3.9 8.9 16.9 16.6 10.8 8.8 S.4 7". 6 6.6 0.0 5.7 5.4 4.9 4.7 5.2 6.7 7.8 9.3 8.8 7.6 7.2 7.2 7.6 0.9 6.2 6.6 5.2 4.8 1.2 1.1 1.0 1.0 .9 .8 .8 1.0 1.2 1.6 1.8 1.8 1.7 1.6 1.4 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 .8 .8 .8 .9 I.O I.O 4.6 4.3 4.2 4.0 3.9 3.9 4.2 4.4 4.5 4.4 4.6 5.0 5.3 6.0 4.0 4.4 4.6 4.8 5.0 5.3 6.8 G.O 0.6 6.8 6.6 6.1 5.6 6.2 4.8 5.0 1.1 1.1 1.0 1.1 1.6 1.5 1.6 1.4 1.4 1.2 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 .8 .8 1.0 i.a 1.3 1.7 1.8 1.8 1.8 1.8 5.1 5.0 4.9 5.0 6.0 5.6 6.0 6.9 5.8 5:6 5.1 4.8 4.6 4.3 4.0 3.8 3.7 3.6 3.8 6.2 5.8 6.0 5.8 5.4 6.2 5.4 5.9 5.7 5.2 4.8 4.5 1.7 1.7 1.7 1.7 1.8 1.7 1.0 1.6 1.4 1.4 1.6 6.2 6.4 7; 4 7.2 6.2 5.2 4.2 3.8 4.2 4.4 4.4 4.2 6.6 6.2 6.3 6.8 6.6 5.1 4.6 2.S 4.8 .5.0 5.3 6.8 0.0 7.2 IS. 8 IS. 4 17.4 17.2 l.l.S 10.5 9.2 8.1 7.6 7.3 7.4 7.4 7.2 7.0 6.8 6.4 6.0 5.6 6.0 6.4 5.8 5.8 5.6 6.3 5.3 3.0 2.1 2.2 2.3 2.4 2.4 3.4 6.0 8.2 8.7 8.4 7.8 614 5.5 5.8 8.5 9.4 8.8 8.0 7.2 6.2 6.5 6.0 4.6 4.2 3.9 . a.a 6.7 5.6 S.6 10.7 23.1 30.4 31.3 37.0 38.2 30.8 30.3 19.4 12.2 9; 5 8.5 7.6 8.0 9.6 11.3 12.6 11.5 10.6 10.1 9.8 9.5 9.2 13.2 18.4 3.2 3.0 2.0 2.5 2.9 3.6 4.0 3.9 5.4 8.4 9.4 0.0 13.9 21.6 24.0 21.4 17.-0 12.0 9.2 7.7 7.1 7.7 8.6 8.6 8.8 9.5 9.3 8.4 ....... 19.2 17.6 15.2 W.2 18.0 24.5 2(1.6 27.6 27.7 16.2 11.8 10.0 9.0 11.2 24.6 34.2 36.9 30.2 35.8 37.0 39.2 40.0 38.7 32.7 Z).2 10.3 U.G 14.0 17.3 21.2 22.8 8.0 8.7 10.9 12.6 12.8 10.6 10.0 11.6 14.0 16.5 16.2 14.2 U.O 9.8 8.6 8.0 7.8 7.6 7.0 8.0 11.6 15.0 17.4 16.4 12.6 11.2 10.9 10.7 10.2 9.4 K.6 22.8 19.6 14.9 13.0 13.2 14.7 16.7 18.0 17.8 16.7 14.2 12.9 11.6 10.7 10.0 9.4 8.8 8.4 8.0 7.6 7.4 7.0 7.8 9.0 9.4 10.8 10.3 9.2 R.4 7.8 7.8 7.2 6.8 7.2 8.0 8.8 7.8 7.0 6.5 6.1 6.5 7.5 7.4, 7.0 6.8 6.3 8.8 10.0 9.8 9.-4 11.7 12.0 11.4 10.7 9.8 8.5 l:f 7.0 7.0 7.1 6.7 6.3 6.2 7.1 8.5 9.4 10.0 10.7 11.2 10.4 0.6 a.z 9.6 9.2 8.7 7.8 U.9 6.4 5.9 5,0 5.4 5.3 6.0 4.8 4.0 4.4 4.3 4.2 4.2 6.2 6.6 5.4 5.2 6.0 4.8 4.0 4.4 4.4 4.4 4.3 4.3 4.2 4.0 3.8 3.8 3.6 3.6 3.4 3.4 3.2 3.2 3.0 3.0 3.2 3.2 3.4 3.6 3.6 3.4 3.0 4.2 4.2 4.4 4.8 4.6 4.2 4.0 3.8 3.6 3.4 3.9 4.3 5.2 8.8 "6.4 6.1 6.4 6.2 5.2 4.7 4.2 3.8 3.5 3.2 3.2 3;0 3.2 3.6 3.5 3.3 2.8 2.8 3.0 3.2 3.2 3.5 5.6 6.0 6.2 6.3 6.0 4.9 4.5 6.2 6.3 6.2 5.4 0.2 8.8 0.2 8.9 7.6 6.4 6i2 t.2 7.6 8.0 8.2 8.0 8.7 3.4 3.3 3.0 2.8 2.0 2.6 2.6 3.0 2.9 2.6 2.6 2.4 2,3 2.2 2.2 2.0 1.9 1.8 1.9 2.0 2.0 2.4 2.7 3.5 3.4 3.0 3,0 3.6 4.2 4.2 6.2 8.8 8.2 ■7.0 6.3 6.8 6.4 '6.0 4.6 4.2 4.2 4.3- 3.8 3.4 3.3 3.3 3.3 3.2 3.1 3.0 2.9 2.7 2.6 2.5 2.8 3.0 3.1 3.3 4.6 8.0 8.2 7.3 4.2 3.6 3.0 2.8 2.4 2.4 2.,4 2.4 2.2 2.1 2.1 2.0 2.0 2.2 3.6 2.6 2.4 2.3 2.2 1.9 1.7 1.6 l.H 1.3 1.2 1.2 1.2 1.2 1.5 1.8 1.8 6.2 6.4 4.7 4.2 3.6 3.2 2.9 2.6 2.4 2.3 2.1 2.0 1.9 1.9 2.1 2.2 2.3 2.3 2.3 2.2 1.9 1.8 1.7 1.8 1.9 2.5 3.1 2.7 3.6 2.3 2.2 2 2 2 3 2 8 2.6 6 2.2 7 2.0 S 1 6 10 1.8 1 7 u 12 3.0 1.8 2.0 1 8 13 14 15 16 1.6 17 \i 18 19 1.2 1.0 20 :.... 1.0 22 1.0 1.3 24 1.3 25 1.6 20 1.4 27 1.3 2S ... 1.2 29 1.2 30 1.3 31 1900. 1 2.1 2 z.o 3 2.3 2.6 6 2.3 6 2.0 7 1.7 8 1.6 9 1.4 10 1.3 11 ... 1.2 12 1.1 13 1.0 14 1.1 15 1.8 10 3.1 17 4.0 18 4.1 19 4.6 20 4.7 21-. 3.9 22 8.0 23 2.6 24 2.4 25 2.7 28 2.7 27 2.6 28 2.4 29 2.3 30 2.2 31..- Digitized by Microsoft® 268 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Doc. .Tan. rcb. M.ir. A[ir. M.iy. Jiuio. July. Aug. Stpt. 1901. 1 2.0 l.S 1.7 1.5 1.4 1.3 1.3 1.6 1.8 2.1 2.1 2.5 3.0 2.5 1.9 1.8 1.6 1.5 1.4 1.3 1.2 1.2 1.4 2.2 4.1 7.0 7.5 6.0 4.9 3.7 3.4 4.2 4.5 4.G 4.5 4.4 4.8 4.5 4.1 3.9 3-7 3.4 3.4 3.5 J:i 4.1 n 3.7 3.3 3.1 3.1 3.1 3.0 3.0 2.9 2.8 2.7 2.6 2.5 2.5 2.9 2.6 2.5 2.9 3.3 3.7 4.1 4.2 3.7 3.2 3.0 2.7 2.5 2..3 2.2 2.1 2.0 2.0 1.9 1.9 2.1 2.2 2.3 2.8 3.2 7.8 13.9 15.6 15.6 13.2 2.6 2.6 2.5 2.5 2.5 2.6 2.4 2.4 2.4 2.4 2.4 2.4 2.5 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.2 2.1 2.2 2.5 2.5 2.5 2.6 2.5 2.5 2.4 8.7 6.5 5.6 5.1 5.6 6.9 8.3 9.2 8.5 7.0 6.1 5.4 i.9 4.5 4.3 4.2 4.0 3.6 3.4 3.3 3.3 4.0 4.2 4.7 5.2 5.4 5.2 4.6 4.3 4.2 4.5 2.3 2.2 2.3 2.6 2.5 2.5 3.0 3.2 3.2 3.5 3.5 4.0 4.1 4.7 17.9 28.8 28.0 26.7 19.9 11.4 8.3 6.6 5.7 6.8 6.9 7.9 10.2 16.0 24.0 32.0 37.4 5.2 5.7 5.S 6.6 5.1 4.7 4.4 4.1 3.9 3.8 6.1 15.4 26.0 2S.1 25.3 19.5 12.7 9.7 8.1 7,2 6.4 5.9 5.4 5.6 6.8 5.8 5.4 5.2 5.2 6.2 5.5 40. r 40.8 37.0 26.8 15.0 10.9 9.7 8.9 8.0 7.7 7.3 6.9 6.5 6.2 6.8 6.5 5.3 5.1 6.1 5.2 5.4 6.2 6.5 6.7 6.6 6.1 6.3 8.5 12.6 15.8 18.9 6.5 0.7 7.2 8.7 10.1 10.0 9.4 8.9 8.5 7.7 7.6 7.0 7.1 7.2 7.0 6.4 5.8 5.3 5.1 5.0 4.9 4.7 4.5 4.4 4.2 4.1 3.8 3.7 20.1 21.8 23.2 21.7 18.0 14.5 11.7 10.0 8.3 8.1 7.5 6.9 6.4 6.0 0.0 6.1 6.0 5.8 5.6 6.5 5.2 5.7 6.8 7.9 8.1 8.5 8.6 13.3 3.7- 3.7 3.7 3.7 3.8 4.0 4.1 1.1 4.0 7.0 9.8 11.2 9.7 8.2 7.3 6.-4 6.8 5.4 5.0 4.7 4.7 4.8 5.2 5.0 5.0 il:? 22.3 21.7 18.4 14.7 24.0 31.9 35.8 38.0 35.9 30.3 25.5 20.7 17.9 15.6 14.2 12.9 12.1 11.2 10.5 10.0 12.2 14.5 14.9 14.1 12.3 10.6 9.5 8.9 8.3 7.8 7.5 7.2 12.9 26.5 30.8 12.4 13.2 10.7 21.1 23.0 22.4 IS. 9 14.2 11.8 10.3 9.2 8.4 7.9 6.8 9.8 10.3 10.2 9.6 10.8 21.1 26.5 24.7 23.0 22.2 19.0 17.1 14.9 14.9 11.5 13.8 30.9 27.0 18.0 12.3 10.7 10.0 9.5 9.8 9.9 9.5 8.9 8.4 8.0 7.5 7.3 7.1 6.9 6.8 6.7 6.6 6.5 6.3 6.1 6.0 S.9 5.7 6.5 5.4 6.2 5.2 10.8 9.3 8.5 7.0 7.0 0.7 0.4 6.2 5.9 6.6 6.6 5.4 5.0 5.5 5. 6 6.4' \.l 6.3 8.0 10.2 20.2 26.5 29.7 32.4 32.5 23.5 13.5 12.1 11.9 12.3 5.0 8.5 9.3 8.0 6.8 6.0 5.6 6.6 5.5 6.2 6.0 4.8 4.6. 4.5 4.5 4.6 4.7 4.5 4.5 4.4 4.4 4.5 4.8 4.6 4.6 4.5 4.2 4.0 4.4 4.5 4.3. 12.0 U.l 9.8 8.5 7.7 6,9 0.9 0.9 0.6 6.9 8.2 7.4 6.4 6.1 a.i 7.5 8.9 9.8 9.3 8.9 8.4 7.7 10.1 9.6 7.0 9.6 9.8 8.4 7.2 6.4 4.0 3.8 3.0 3.5 3.4 3.4 3.2 3.2 3.3 3,4 3.2 3.4 3.5 3.3 3.1 3.0 3.0 3.0 4.0 4.5 4.6 4.4 4.0 3.9 3.7 3.5 4.0 3.9 4.0 5.0 6.0 5.9 6.3 6.4 6.0 6.2 6.1 5.4 5.0 6.3 6.0 5.0 6.0 4.4 4.1 3.0 3.7 3.9 3.7 3.7 4.2 3.9 3.7 3.5 3.1 3.0 2.9 2.9 2.8 2.8 2.8 9.8 10.2 8.8 7.5 6.5 5.5 4.5 4.0 3.7 3.5 3.4 3.4 3.6 4.8 5.0 4.2 3.8 3.3 3.1 2.9 2.6 2.7 2.9 2.6 2.3 2.0 2.0 1.9 1.9 2.0 2.3 2.8 2.8 2.9 2.8 2.6 2.6 3.2 9.1 12.2 9.9 7.3 5.8 5.3 0.5 14.0 27.3 32.8 32.0 2S.0 23.4 18.6 17.0 16.5 IS. 5 16.5 13.1 11.0 10.3 10.7 10.0 9.8 2.2 2.0 2.1 2.4 2.4- 2.8 2.5 2.1 1.9 2.2 2.8 2.7 2.4 2.0 1.7 1.6 1.5 1.5 1.5 1.4 1.5 1.6 1.6 1.6 1.4 1.4 1.6 1.5 1.6 1.9 1.7 9.9 2 3 4.: S 9-4 « 7.9 t. 6.9 g 6.4 9 5.9 10 5.5 11 5.3 12 13 6.1 6.7 h:::::::::;:;; 5.9 15 6.0 16 6.1 17 6.3 18 8.8 19 9.9 JO 9.3 n 8.3 K 7.4 23 6.4 24 5.0 25 5.2 as 4.9 27 4.0 2S 4.4 29 ■4.4 30.. 4.3 31 1902. 1 2 1.2 3 1.2 4.. . 1.6 5 1.3 6 1.4 7 1.5 8 1.5 9 1.5 10 1.5 11 1.4 12 1.6 13 1.9 14 2.1 15 2.0 16 1.9 17 1.8 18...; 1.5 19 20 1 4 21 1.4 22„ 2.0 23 2 6 24 2.6 25 28..... 3.3 27 3.6 3 6 28 29 30 3.5 31 Digitized by Microsoft® Tennessee River at Chattanooga^ Tenn. 269 Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. t>&j. ieo3. Oct. 3.9 3.7 3.9 3.3 3.0 3.8 2.4 2.1 2.0 1.9 2.2 2.9 2.7 2.7 3.3 3.4 3.6 3.0 2.8 2.6 2.2 2.0 1.8 1.8 1.6 1.4 1.3 1.2 1.2 Nov. 1.0 1.5 1.4" 1.3 1.2 1.2 1.0 .9 1.0 1.0 1.0 1.3 1.3 1.4 1.6 •1.6 l.S 1.4 1.8 2.2 2.1 1.9 1.8 1.8 1.6 1.6 1.4 1.4 1.4 1.7 1.9 2.1 1.9 1.9 2.0 2.1 3.5 6.1 6.3 6.8 5.4 Doc. .9 1.1 1.2 1.8 1.8 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.5 3.6 5.6 5.8 4.6 3.8 3.1 2.6 2.1 1.8 1.6 1.5 1.3 1.2 6.2 6.1 6.7 7.4 7.8 7.5 7.5 6.6 6.0 5.3 4.7 4.2 3.5 4.8 7.4 7.8 7.2 7.0 8.7 9.6 8.7 7.2 6.5 6.7 6.1 4.5 4.3 4.6 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.2 1.1 1.0 1.4 3.0 4,7 4.4 3.7 3.7 3.4 3.1 3.7 3.8 3.8 3.7 Jan. 4.7 4.6 6.3 6.1 6.8 8.2 7.6 6.7 6.0 8.6 6.2 7.1 7.2 6.6 6.fl 5.8 5.4 6.1 4.8 4.5 4.4 4.2 4.0 4.0 4.2 4.3 4.4 4.5 4.7 4.8 3.1 2.6 2.3 2.2 2.0 2.0 1.7 1.6 1.6 1.6 1.7 1.7 1.9 2.1 2.3 2.5 2.6 2.9 3.9 3.8 3.6 3.6 6.0 10.6 9.2 7.5 7.1 6.8 4.8 4.2 3.8 Fob. 4.8 4.9 6.1 7.6 15.4 19.6 17.6 18.0 17.2 15.3 14.4 16.0 16.3 14.8 13.6 12.3 18.4 25.9 29.3 29.0 24.4 16.4 11.3 9.9 8.8 8.0 7.5 12.7 Mar. 3.4 3.1 2.8 2.7 2.5 2.4 2.3 3.6 4.8 6.9 5.4 5.5 4.9 4.4 3.9 3.6 3.6 3.3 3.1 3.2 3.7 5.2 6.3 7.9 8.1 7.9 7.1 7.3 9.0 26.5 31.0 29.2' 23.6 16.5 13.1 12.3 14.6 20.7 24.2 23.9 21.0 18.3 16.2 14.9 13.6 11.9 10.7 9.8 9.0 9.0 9.0 10.0 16.7 25.8 28.8 27.3 20.1 13.8 13.1 16.0 8.1 7.4 7.0 6.6 6.1 6.2 6.1 8.0 11,0 11.3 11.1 10.1 9.0 8.5 9.1 8.1 7.1 6.6 6.1 5.8 7.4 12.9 18.2 21.8 20.9 19.1 16.9 14.0 11.8 10.3 Apr. 17.4 16.6 14.8 13.0 12.3 12.4 11.9 16.5 24.5 30.3 ,31.8 28.0 19.7 17.5 20.4 21,9 21.2 18. S 16.1 14.2 13.2 13.0 13.0 11.8 10.8 10.1 9.6 9.2 ,9.2 9.6 May. 9.0 8.1 7.2 6.6 6.0 5.4 5.4 6.8 5.9 6.0 5.6 5.3 4.9 4.7 4.4 4.3 4.3 4.3 4.2 4.1 4.0 4.0 4.0 4.0 3.8 3.7 4.1 4.6 4.7 9.0 8.3 7.8 7.3 7.0 6.3 6.0 f.8 16 6.4 5.2 5.0 4.9 4.8 4.7 4.0 4.5 4.3 4.2 4.1 4.0 4.0 3.8 3.8 3.0 3.5 3.5 3.8 4.7 6.0 7.6 6.7 5.8 5.4 5.2 4.9 5.4 5.6 6.4 7.0 7.2 6.6 6.7 5,4 6.2 4.9 4.5 4.3 3.8 3.6 3.5 3.4 3.1 2.9 2.8 2.7 2.7 2.6 3.0 6 5 8.2 11.0 11.5 10.1 .9.3 9.8 11.2 10.5 9.0 8.7 7.8 8.0 7.1 0.3 5.6 5.1 4.7 4.4 4.3 4.3 4.3 4.3 4.3 4.2 4.1 4.1 4.5 4.7 4.5 July. 4.3 4.1 4.3 4.4 4.9 4.9 4.5 3.8 ■3.7 3.7 3.4 3.2 2.8 2.8 2.6 2.5 2.4 2.2 2.1 2.0 2.0 2.1 2.6 2.7 2.3 2.3 2.2 2.2 2.7 3.4 4.1 3.8 3.7 3.0 3.6 3.8 3.9 3.8 4.0 4.0 3.9 3.8 4.1 5.7 5.5 5.4 5.6 5.1 4.7 4.1 4.0 3.6 3.2 2.9 2.7 2.0 2.4 2.3 2.3 2.2 3.6 3.7 4.3 4.0 3.9 3.4 3.1 2.9 2.7 2.9 2.9 3.1 3.1 3.0 2.6 2.4 2.2 2.1 1.7 1.9 2.2 2.1 2.0 2.2 2.4 2.1 2.6 2.9 2.8 2.6 2.9 3.8 3.8 4.2 4.9 4.2 3.6 3.0 2.6 2.7 3.3 2.9 3.2 3.8 1.2 1.1 4. 1 1.0 3.8 1 ?. 3.4 1.3 3.8 1.3 3.3 1.1 3.0 1.2 2.9 1,2 2.5 1,1 2.2 1.0 2.0 1.0 1.8 .8 1.7 .7 l.ll .7 1.6 .6 1.8 2,2 2.2 2.2 2.0 2.6 1.8 2.4 l.S 2.8 1.7 2.9 1.7 3.7 2.2 3.7 2.1 :i.3 2,2 3.3 2.0' 3.3 1.8, 3.3 1.6 4,1 1.4 ,1.7 1.3 3.3 1.2: ,■5.3 I.l 4.1 l.O 3.9 1.0- 3.1 .9' 2.7 .» 2.4 .9 2.4 .8 2.2 .» 2 2 .8 2.9 .8 ,3.0 .7 ? 8 .6 2,6 .6 2.6 .5 2.5 .5 2.3 Digitized by Microsoft® 270 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day Oct. Nov Dec. Jan, F«b. Mar. Apr. May, June. July. Aug. Sept, 1905. 2 /.'.'...'.. . 3 :..• 4 6 6 7 0.7 .7 .« .5 .4 .6 ,4 .3 .2 .3 .3 .3 .3. .2 .2 .2 .2 .2 .2 .2 .1 .1 .1 .1 .1 .1 .1 .'1 .1 .1 .1 1.3 1.3 1.4 1.4 1.6 1.7 1.7 1.6 1.5 1,.5 1.6 2.6 3.2 3.7 3.0 3.0 2.6 5.3 2.1 1.9 1.8 1.8 1.9 2.0 1.9 2.1 2.9 3.3 3.3 3.0 2.0 0.1 1 2 4 .6 .6 .6 .6 .6 9 .9 .9 .8 .« .6 .7 .8 .9 1.0 1.1 1.0 1.0 .9 1.0 1.0 1.0 1.1 1.0 1.0 1.0 2.6 2.4 2.2 2.0 1.9 1.8 1.7 1.6 1.6 1.6 1.6 1.6 1:6 1.4 1.4 1.3 1.3 1.3 1.2 1.3 1.3 1.4 1.6 1.6 L5 1.6 1.6 1.5 1.5 1.6 1.1 1.4 1.7 2.2 2.1 3.6 4.4 S.8 6.7 5.4 4.2 3.6 3.0 2.7 2.6 2.4 2.3 2.1 2.0 1.8 1.7 1.6 1.5 1.4 1.4 2.0 3.0 7.3 10.2 9.6 7.6 ,1.5 1.6 2.4 6.6 10.6 9.7 8.8 7.1 6.6 9.5 9.7 9.4 8.1 6.8 6.1 6.7 6.6 6.0 6.7 5.4 6.3 7.5 8.1 9.4 11.0 10.4 9.0 7.8 7.0 6.4 6.0 6.7 6.4 5.4 4.0 4.2 4.6 4.3 4.6 4.8 6'. 2 6.0 6.1 9.6 17.2 16.4 15.1 11.3 8.1 6.6 6.8 6.3 6.0 4.7 4.4 4.0 3.7 3.4 2.9 2.4 2.4 2.7 5.5 6.1 6.0 8.3 12.0 12.9 12.1 10.9 9.1 8.1 7.6 7.0 6.7 6.9 6.9 7.4 8.0 8.9 8.7 8.0 7.5 7.3 8.7 12.4 17.4 21.4 18.9 13. ■( 11. 1 10.2 10.1 2.8 3.2 3.2 3.1 3.0 3.8 6.1 6.4 12.1 20.4 22.4 20.2 16.0 13.6 13.3 12.2 11.2 9.4 8.3 7.9 14.9 21.4 21.0 19.4 16.? 13.1 11.2 9.7 9.6 9.1 8.8 8.3 7.7 7.0 6.5 6.1 6.8 5.6 6.3 6.0 4,8 4.7 4.7 4.6 4.6 4.6 4.6 4.4 4.4 4.9 5.5 6.0 5.8 5.5 6.3 6.2 8.6 7.9 7.3 l\ 6.1 5.9 6.6 6.9 10.6 16.2 17.3 16.4 13.4 10.6 8.8 7.7 6.9 6.4 6.0 6.5 7.0 7.6 7.0 6l4 6.1 6.7 5.4 5.2 6.1 4.9 6.3 6.2 6.5 8.2 9.4 8.6 7.7 7.2 6.7 6.3 5.9 5.7 5.4 6.1 5.7 7.3 .9.9 10.6 10.4 10.7 10.6 9.7 8.9 8.1 7.4 6:9 6.7 6.9 7.6 9.6 4.8 4. is 4.8 4.4 4.3 4.4 4.5 5.0 4.9 6.2 6.3 6.7 7.0 7.3 7.8 7.4 6.7 6.0 6.6 6.1 4.7 4.7 4.7 4.7 4.5 4.4 5.3 6.2 6.4 7.6 14.8 12.4 10.6 9.2 8.3 .7.6 7vl 6?9 6.9 7.4 8.6 9.3 8.7 8.1 8.4 8.7 9.4 10.1 10.2 8.9 7.7 7.0 6.6 6.0 6.7 5.4 5.2 5.3 6.6 6.3 8.6 8.0 6.9 6.2 6.7 5.3 6.1 5.6 6.6 7.9 8.0 7.2 6.3 6.8 6.8 7.2 10.9 13.7 13.6 11.8 9.6 7.8 7.4 9.5 ia2 8.8 7.6 6.8 6.1 6.8 6.9 4.9 4.8 4.8 4.9 fi.1 6.6 6.0 7.2 8.2 8.9 8.3 7.0 6.1 5.6 5.1 4.8 4.5 4.2 4.0 3.8 3.7 3.6 3.6 3.6 3.4 3.3 3.3 3.7 3,9 4,1 4.6 5.9 6.4 4.8 4.3 4,1 3.8 3.7 3.5 3.4 3.4 3.1 3.0 2.9 3.0 3.1 3.2 3.3 1:? 4.3 4.9 6.0 6.0 6.9 6.7 B.1 4.6 4.4 6.0 6.6 4.1 3.8 4.1 413 4.3 4.3 4.1 3.9 3.9 3.8 3.6 3.2 3.2 4.4 6.4 7.8 9.2 8.6 7.7 6.8 6.0 6.6 6.1 4.9 6.0 6.6 6.7 6.2 6.5 6.0 8,6 6.3 6.2 4.4 4.2 4,1 3.0 4.0 4.5 4.6 4.5 5.2 6.6 10. S 12.7 11.3 9.2 7.3 6.2 5.6 5.1 5.4 5.1 4.7 <•.» 6.0 ft 4 4.8 4.2 3.8 3.8 .4.6 4.2 3;0 3.7 3.8 3.5 3.7 3.7 4.4 6.4 ft 5 ft 2 4.5 4.7 6.7 8.7 7.9 9.3 14.2 1ft 10.8 10.3 12.0 13.7 12.3 9.7 8.1 7.5 7.2 6.6 7.0 3.8 3.8 4.3 3.9 3.8 3.0 3.0 2.8 3.2 3.6 ftl 6.6 7; 2 &4 &9 8.8 7<6 7;o 6.4 6.1 6.8 ftl 4.6 4.2 ft 8 7.0 6.0 ft 4 ftO 4.8 4.0 7.7 9.0 9.6 8.2 7.6 7.9 7.3 6.9 0.2 ft 8 ft 6 ft 2 4.9 4.7 ftl 6.3 7.3 7.2 7.6 7.7 7.7 7.3 6.6 S.8 6,6 7.1 7.3 6.7 6.6 7.7 9,7 3.4 3.3 . l\ 3,8 3.6 3.3 g 3,3 9 10 11 3.2 3.0 2.7 12 „. 13 2.6 2.S 14 2,7 2,8 2.4 17 18 2.4 2.S 19 2,2 2.0 21 2.0 22 1.9 1.8 24 25 1.7 1.7 26 l.O 27 1,S 28 1.6 29 1.4 30 1.4 31 1906. 1 13.0 11.7 3 10.3 8.9 5 7.7 6 1.9 7 0.1 8 10.4 9 . . .. 10.4 10 9.3 U 9.2 12 8.$ 13 8.0 14 ft 7 i-i 15 16 17 18 4,3 19 20 0.1 21 ^ 8,} 22 IIT 23 24 , 25 8.8 26 7,7 27 .7.0 28 0.6 29 r^ 30 31 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 271 Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn.— Cont'd. bay. Oct. Nov. Dec. Jan. Feb. Uar. Apr. May. iime. July. Aug. 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".".'.'.'...'.'. 3 4 S., 3.3 3.3 3.2 3.0 2.8 6 3.0 7 lOv 11 12. 13... ; 14 ■ .. ., 3.7 4.2 4.A 4. ST 4.2 3.S 3.S 2:8 IS ; 2.5 16 2.3 17 2.0 18;. 19 Hf 2.0 2.0 l.» « ....... 22,., 23.'. 2.0 2.0 2.0 24 2S 26 1.9 i.a 1.7 27 28 1.6 1.6 Ii9 1.6 30... 1.3 M Digitized by Microsoft® 272 Water Powers of Alabama; Second Report. Daily gaffe height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Dec. Jan. Feb. Har. Apr,. May. June. July. Aug. Sept. 1909. 1 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.5 1.? 2.1 2.4 2.4 2.6 2.4 2.2 2.0 1.9 1.9 1.8 1.7 1.5 1.4 1.4 2.2 3.7 6.0 3.8 3.2 3.5 3.0 2.8 2.'6 2.4 2.-!2 '£2 2.1 2.0 2.0 2.0 2.1 2.3 ,2.6 3.0 4.0 6.1 6.0 4.7 4.3 3.7 3.2 3.1 2.8 2.7 2.5 2.4 2.4 2.4 2.3 2.3^ 2.2 6.3 6.1 6.0 4.5 4.2 3.4 3.0 ,2,S X7 2.6 2.6 2.4 2.6 3.4 '3.S 3.4 '3.2 3.0 2.9 2.-9 2.8 2.8 2.7 2.7 2.9 2.6 2.6 2.4 2.4 ?.? 2.1 2.1 2.1 2.0 2.0 2.0 2.0 '2.0 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.9 2.0 2.1 2.0 1.9 1.8 2.3 2.4 3.2 4.8 6.1 4.9 6.1 10.3 14.0 13.1 11.3 9.0 7.5 7.6 7.9 7.6 6.8 6.0 6.4 6.0 4.7 4,6 7.4 10.7 12:1 11,8 10.0 7.9 7.1 7.2 7..« l.B 1.8 1.7 1.7 }--7 1.7 1.9 3.5 ;4.6 4.6 4.2 4.0 3.7 4.3 4.9 5.4 5.9 5.5 5.0 4.2 3.8 3.6 3.4 3.1 2.8 3.0 3.4 3.4 3.3 7.2 7.9 7.6 7.2 7.2 8.5 9.9 9.9 9.6 •8.6 7.8 7.1 • 6.8 6.6 6.8 9.5 12.4 14.2 16.4 16.1 12.6 10.0 8.3 7.5 6.9 6.4 6.0 5.7 5.6 5.7 6.8 2.4 2.3 2.2 2.9 3.0 3.6 6.0 11.6 }1.6 9.8 9.0 7.3 6.0 5.3 4.8 4.5 4.4 4.3 4.2 5.1 6.8 8.1 9.6 9.4 9.3 8.2 7.0 6.3 5.8 5.4 5.3 6.1 6.9 6.7 5.6 6.4 6.6 6.7 8.1 8.0 9.6 13.6 18.0 17.0 16.3 13.5 14.5 19.6 19.9 16.6 14.5 i2.6 12.0 17.2 20.2 21.6 21.3 18.9 16.3 6.0 4.9 4.7 4.6 4,. 6 4.8 5.1 6.1 6.0 4.7 4.6 4.5 4.4 4.4 4.4 4.3 4.3 7.3 12.6 13.9 12.9 11.7 10.4 9.9 9.2 8.2 7.2 6.8 13.3 11.1 9.7 8.8 8.1 7.7 8.3 10.6 11.5 16.0 20.3 22.8 21.6 23.3 24.6 21.7 17.1 14.7 12.6 11.5 11.4 12.2 12.0 U.l 10.4 11.8 14.3 14.7 15.5 17.6 18.2 7.8 10.8 13.6 13.2 11.7 9.9 8.6 7.6 6.9 6.6 6.1 6.1 6.1 6.9 5.8 6.7 5.4 6.1 4.9 4.7 4.5 4.4 4.4 4.1 4.1 4.1 4.0 3.8 3.8 3.7 3.6 16.6 13.2 1U« fe 8.1 ■7.8 7.9 8.8 9.1 8.4 7.7 7.6 8.1 8.3 8.3 8.1 7.7 7.0 6.2 6.0- 6.2 6.8 8.2 9.3 8.7 .8.1 7.9 8.0 8.1 3.6 3.4 3.3 3.2 3.2 3.1 3.1 2.9 2.9 2.8 2.8 2.8 2.7 2.7 2.7 3.0 3.8 6.2 8.0 7.5 6.8 6.2 6.7 6.2 4.9 4.9 4.9 6.1 6.0 6.5 14.2 21.4 24.8 24.1 P0.0 1416 11.8 10.7 8.7 8.1 8.2 8.9 ia6 9.8 8.4 7.6 7.0 6.6 6.3 6.1 7.2 10.6 19.9 21.4 16.8 11.2 9.3' 8.2 7.6 7.4 7.1 6.2 6.6 5.2 4.9 4.6 4.4 4.2 4.2 6.9 8.4 8.7 8.7 8.5 7.4 6.7 6.1 6.1 6.2 7.0 7.6 8.3 9.2 9.4 9.1 11,1 13.4 12.7 11.8 10.7 , 9-2 7.8 «.B 6.8 7,1 16.2 .».2 25.3 23.6 17.2 13.1 14.6 13.1 12.4 11.6 10.5 11.1 11.7 11.7 10.8 9.8 9.7 9.0 9:2 8.6 8.0 8.5 :ti.s 8.8 9.8 9.0 8.3 7.6 6.8 6.3 6.2 6.9 6.0" 8.6 9.3 8.0 7.4 7.3 7.1 6.9 7.2 7,5 7.4 7.9 7.9 7:8 7.2 7.6 6.7 .6.5 5.9 5.8 5:6 5.8 6.9 7.9 8.2 8.6 8.2 7.6 6.9 !5.:3 .6,8 11.7 J8,6 17.3 12,5 9,7 9.4 12.3 13.2 11.9 10.3 t? 6.7 6.4 6.1 6.8 6.7 6.1 6.7 5.4 5.3 4..7 4.8 6.0 6.3 S.4 7;o 7:0 6.8 7.6 9.3 li;6 11. 1 10.6 10.4 8.9 8.1 8.2 8.6 8.9 8.6 8.3 7.5 6.9 '6:5 6.1 5.7 6.3 5.2 5.0 4.8 4.8 6.2 5.7 6.1 7,6 8.4 8.9 9,1 8.8 7,6 6.8 6.2 5.6 6.2 6.0 4.8 4.4 4.8 4.9 4.8 10.6 13.2 9.0 7.0 t:i 6.0 4,8 4.2 3.8 3.6 3.5 3.3 3.2 3.2 7.3 8.1 6.8 ■5.9 6,6 6.2 6.4 6.2 6.5 6.6 5.7 6.4 4.7 4.3 3.9 3.8 .3.6 3.5 3.3 3.3 3.2 3.7 3:7 3:4 3.3 3.2 3.1 3.0 2.9 3.1 3.1 3 1 2 3 3 1 4 8 2.7 27 6 7 ?ft 8 . . 2 Q 9 _ . 10 2.9 11 . 3 3 12 13 3 3 14 3.2 15 3.1 16 2.9 17 18 2.8 2.7 2.9 20 - . ■ 3,0 4.1 21 22 3.0 23 3.8 24 4.0 25..., 4:s 26 6.6 27 6.9 28; 4,0 29 3.8 3; 6 31 ^ 1910. 1. 2.9 2; .., 3.7 3. ., ... 9.1 8.7 ? ^ 6 7 7.? 6.8 6.2 8 - 9 -. 6,2 6.8 6.» 6,2 11 12?:;;::::::::: 4,9 4,B 14 , .' 15 1'? 16 3,S 17 11 18 19 „. %1 3,3{ 2.7 21 22 2,6 23 24 2.6 26 . . 27 rs ^\ 30." ■ f.i Si;... Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 273 Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn. — Cont'd. Day. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May. June. July. Aug. Sept. 1911. I u 2.8 2.8 2.6 2.4 2.3 2.3 2.3 2.4 2.9 3.1 3.1 2.9 2.5 2.3 2.1 2.0 2.0 1.9 1.8 1.7 1.7 1.0 1.0 1.0 1.6 l.« 1.8 1.6 1.5 i2.2 2.0 2.0 2.0 2.0 2.0 2.0 2.1 2.0 2.0 2.6 2.7 u 3.8 3; 8 4.0 5.6 CO 7.0 7.2 7.7 6.4 5.0 4.4 3.9 3.8 3.6 tl 2.9 ■ 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.2. 1.2 1.2 .1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.5 1.5 2.8 2.7 2.5. 2.4 2.4 2.3 2.4 2.9 3.4 3.9 4.5 4.8 5.0 5.7, 6.0 5.6 5.2 5.0 5.0 5.1 5.1 5.0 5.0- 4.8 4.5 4.4 4.3 4.3 4.3 4.3 J. 7 1.8 1.8 1.8 2.1 4.8 8.4 10.0 8.7 8.q 6.3 5.0 4.2 3.7 3.3 3.0 2.8 2.6 2.5 2.4 2.4 2.4 2.4 2.4 2.4 2.6 3.1 3.3 3.4 3.4 3.7 . 4.2 4.0 3.9 3.7 3.5 3.3 3.1 3.0 2.9 2.8 2.1 2.7 2.7 2.9 3.5 5.3 <.7 6.5 5.4 4.8 4.8 4.8 6.4 8.0 9.8 10.2 14.5 18.5 .18.7 14.0 13.1 4.7 10.7 20.5 24.2 24.9 22.9 18.6 12.9 9.5 8.1 7.2 6.5 6.0 5.0 5.2 5.0 4.7 4.6 4.5 4.5 4.5 4.5 4.3 4.3. 4.2 5.1 6.0 5.8 5.4 5.4 ,5.9 12.9 13.5 12.1 10.7 9.4 8.2 7.2 6.4 6.3 6.4 6.9 6.7 6.6 6.3 5.8 5.8 4.8 4.6 4.2 4.4 4.9 5.6 5.6 5.9 S.9 5.4 5.1 4.9 5.1 8.8 13.S 6.5 7.4 9.7 8.5 7.8 8.7 9.3 9.5 15.4 21.7 23.7 23.9 20.6 15.0 11.4 9.7 8.6 7.7 7.1 6.7 6.T 6.7 0.0 0.4 6.3 0.0 5.8 5.0 14.3 14.2 12.6 10.4 7.8 7.3 0.7 5.7 5.5 5.2 6.2 4.9 4.9 4.9 4.8 KS 6.3 6.4 6.2 6.1 6.4 10.9 14.9 15.6 15.1 13.8 14.5 17.6 16.5 5.4 6.2 5.2 5.2 5.0 4.8, 4.7' 4.7 11.4 18.2 20.0 16.4 11.3 9.1 7.9 7.2 6.3 5.0 5.2 4.9 1:1 4.9 4.9 4.9 4.9 5.4 6.7 7.4 7.4 7.4 14.4 12.3 10.3 9.1 8.5, 8.4 8.4 9.2 10.2 10.9 12.1 12.5 12.7 12.0 13.8 20.0 23.9 23.8 21.7 17.5 13.2 U.i 9.4 «.l 12.S 15.5 13.r 12.8 20.2 28.5 31.3 .7.0 6.3 5.9 5.6 14.6 26.3 28.8 29.8 29.9 27.3 21.1 17.0 15.8 13.8 12.0 13.9 H.7 14.8 14.0 15.6 itl 12.2 10.7 9.5 8.7 8.0 7.5 7.1 6.8 29.6 26.1 26.3 29.3 30.2 29.2 22.7 14.9 12.4 11.1 10.3 9.5 8.9 ,8.4 7.9 7.8 8.4 9.4 9.9 10.0 9.0 8.5 11.7 15.5 14.6 12.1 10.5 14.8 20.3 22.7 6.8 9.9 11.7 11.6 9.9 8.4 7.4 6.9 6.5 0.0 5.8 5.6 5.4 5.1 4.8 4.6 4.4 4.4 ■4.4 4.4 4.3 4.3 4.4 4,9 4.8 4.6 4.2 4.0 3.8 3.6 3.5 25.4 26.0 22.3 16.7 12.9 11.5 10.9 11.7 12.0 11.0 10.1 9.5 8.8 8.3 7.8 7.5 7.4 7.3 7.3 7.7 7.7 7.0 6.4 6.0 5.7 5.5 5.4 5.2 5.6 7.8 r 48 3.4 3.3 ■3.2 3:2 3.1 3.1 3.1 3.0 3.0 3.0 3.2 3.2 2.9 2.5 2.4 2.3 2.2 2.2 2.2 2.2 2.3 2.3 2.4 2.4 2.4 2.4 2.4 2.4 2.6 3.5 ^.6 7.4 6.6 ,6.0. '5.7 5.6 5.6 5.8 5.4 5.3 5.1 4.8 4.5 3.9 3.9 4.3 4.4 4.6 4.8 4.6 4.4 4.0 3.8 3.6 3.8 4.9 5.5 6.2 6.5 6.8 3.7 3.1 2.7 2.6 2.6 2.3 2.3 2:3 ,2.3 2.3 2.3 2.9 3.2 3.2 .3.2 3^5 3.4 3.4 3.4 3.3 i.9 2.7 2.8 2.9 5.0 4.8 4.9 3.8 3.2 2.8 2.7 6.3 5.8 5.7 5.6 5.9 6.2 7.8 7.8 7.6 7.0 6.7 7.9 8.0 7.7 6.8 6.3 6.0 S.7 5.2 S.2 5.6 5.5 5.4 5.8 6.0 5.6 &.0 2:6 2.5 '2.5 2.5 3.1 3.5 3.4 3.3 3.2 3.2 3.0 3.0 2.6 2.6 2.4 2.4 2.4 2.4 2.7 2.8 2.7 2.4 2:2 2.0 1.9 1.8 1.7 1.6 1.6 1.0 1.6 4.8 4.8 4.8 '5.2 4.S 4.3 4.2 4.2 4.2 4.1 4.1 4.1 4.0 3.8 3.6 3.6 3.8 4.1 4.0 3.9 3.9 4.0 4.3 4.4 5.2 4.9 4.5 4.1 3.8 3.6 3.4 I.t 2 1.6 3 4;.> 5 , fi . .., 2.0 3.1 2.8 2.6 7 2.9 8 9 2.9 3.0 JO 2.8 11 .-. 12 2.6 2.5 13 2.5 14... 15 10 2.3 2.2 17.:.::.::....:. IS 19.. i 2.1 2.0 .2.0 20 2.1 31 2.1 ^::::::;::::::: 2.0 23 2.0 24 . 2.(1 25 2.0 26 27 2.0 2.1 38 2.9 29. 2.9 30 2.4 31 1912 1 ... 3.3 2 3:1 3 2.9 4 5..- 6 7 8 9 10 4.8 2.7 2.S 2.6 2.5 11 2.1 12 2.4 13 H 15 16 17 18 19 20 , ,. 21 22 2.3 2.2 2.2 2.1 2.0 3.0 2.2 2.4 2.7 2.7 3.8 24 25 20 37 18 ; 29 4.5 6.1 5.0 4.9 4.» 4.8 30. 4.4 81 n*M«« Digitized by Microsoft® 274 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Chattanooga, Tenn.— Cont'd. D»y. Oct. Not. Dec. Jan. Feb. Mar. Apr. May. June. July. Aug. SeDt 1913. 1 3.8 3.4 3.1 2.8 2.6 2.5 2.4 2.3 2.2 2.1 2.0 1.9 1.9 1.9 1.9 1.9 2.2 2.4 2.4 2.4 2.7 2.8 2.7 2.4 2.3 2.2 2.1 2.1 2.0 2.0 1.9 1.9 1.8 1.8 1.8 l.S 1.8 1.8 1.8 2.0 2.7 3.2 3.4 3.3 3.0 2.7 2.5 2.5 2.3 2.1 2.1 2.1 2.0 2.0 1.9 1.9 l.S l.S l.S 1.7 1.6 i.6 1.6 1.6 1.7 3.2 7.0 9.6 10.2 8.5 7.0 6.9 5.0 4.5 i.o 3.7 3.S 3.3 3.3 3.3 3.5 3.5 3.4 3.2 3.2 3.4 3.9 4.1 4.1 4.0 4.0 5.2 7.4 8.2 8.2 8.6 8.2 7.2 7.1 16.0 17.9 16.4 14.5 12.2 12.0 12.0 11.2 10.4 9.2 S.O 8.6 10.3 10.2 10.1 10.6 11.2 15.2 19.9 20.8 21.7 23.2 22.6 19.1 15.1 12.3 10.7 10.1 9.9 9.9 9.6 .9.0 8.1 7,3 6.9 8.0 10.1 13.8 11.8 10.1 8.6 7.8 7.1 6.6 &.6 6:6 6.5 6.3 6.2 5.8 6.1 13.7 22.4 21.6 16.7 13.0 10.5 9.0 8.1 7.4 6.9 6.6 7.1 8.0 8.6 14.1 24.1 30.0 31.3 30.4 25.4 17.5 13.1 12.9 12.9 12.3 11.2 10.1 13.3 25.4 31.2 M.2 32.9 26.9 17.1 12.5 10.9 9.9 9.2 8.5 8.0 7.6 7.2 6.9 6.8 6.7 7.0 7.8 7.8 8.3 8.8 8.7 8.3 7.8 7.2 6.7 6.2 5.9 5.7 5.6 5.5 5.5 5.5 5.5 5.4 5.3 5.1 4.9 4.8 4.6 4.6 4.6 4.6 4.7 4.7 4.5 4.4 4.2 4.2 4.2 4.2 4.5 5.2 5.7 5.3 5.1 6.9 12.3 16.0 16.0 13.5 11.4 11.1 11.5 l«.l 9.2 9.2 8.6 8.0 7.5 7.4 7.4 7.0 7.5 8.6 7.8 6.9 6.0 5.3 4.9 4.7 4.4 4.3 4.1 3.9 3.9 3.9 3.9 3.8 3.6 3.4 3.4 3.4 3.3 3.2 3.1 3.0 3.1 3.1 3.1 3.1 3.1 3.2 2.9 2.7 2.6 2.-5 2.8 2.8 2.6 2.4 2.3 2.2 2.0 1.9 1.8 1.7 1.7 1.7 1.7 2.0 2.1 2.1 2.5 2.7 2.6 2.6 2.5 2.5 2.6 2.6 2.5 2.2 2.1 2.1 2.3 2.7 2.7 2.8 2.6 2.4 2.2 2.2 2.1 2.1 2.1 2.1 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.9 1.7 1.6 2 1.6 3 1.5 4 1.5 S 1.6 6 l.S L4 g 1.2 9 1.2 10 n 1.2 1.3 12 1.3 ij 1.3 14 '. 1.2 15 .' 1.1 16 1.0 17 1.0 18 1.0 19 . 1.0 20 1.0 21 1.5 22 1.6 23 1.8 24 2.3 25 2.3 26 .. .. 2.2 2.2 28 l.» 29 1.7 30 ■ 1.7 31 Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. Day. Apr. May. June. July. .\ug. Sept. Day. Apr May June. July. Aug. Sept. 1874. 1 2 11.. 12.. 13.. 14.. 15.. 38,200 38,200 37,500 34,800 30,800 29,600 32,100 45,000 82,400 103,000 110,000 106,000 96,700 97,400 103,000 195,000 190,000 174,000 169,000 167,000 162,000 164,000 140,000 123,000 99,400 56,600 60,000 60,000 53,200 21,200 20,700 20,700 22,900 23,600 22,900 22,900 22,900 22,400 21,800 21,800 22,400 25,900 25,900 43,000 32,800 Iff, 300 16,900 16,300 14,800 14,300 13,800 11,900 10,600 ~ -50 10,200 11,000 12,800 12,800 14,300 15,800 45,000 36,200 29,600 23,500 16,900 17,900 19,000 23,600 26,300 19,600 17,900 15,300 12,800 12,800 11,000 89,200 66,200 34,800 28,300 20,100 17,900 17,900 17,900 20,100 16,300 11,900 11,000 10,600 11,000 11,000 1874. 16 147,000 17 159,000 18 148,000 19 144,000 20 132,000 21 124,000 22 124,000 23 125,000 24 161,000 25. 144,000 26.^.... 161,000 27 172,000 28 170,000 29 178,000 30 190,000 31 42,300 34,800 32,800 34,100 32,800 32,100 29,600 29,600 27,100 22,900 27,100 26,500 25,300 23,500 23,500 23,500 23,500 21,800 21,800 21,200 20,100 19,600 20,100 14,800 13,800 12,800 17,900 12,800 17,400 16,300 15,800 13,800 12,400 10,600 10,600 11,400 11,90016,300 11,400 19,600 12,800 25,900 16,300137,500 16,900143,000 61,800 10,000 9,750 9,350 8,580 8,580 7,850 7,850 8,210 12,800 11,900 12,800 12,800 26,500 66,200 90,600 11,00» 11,400 14,300 16,300 16,300 16,300 15,300 13,800 12,800 12,800 12,800 12,800 13,800 16,300 17,900 Digitized by Microsoft® Tennessee River at Chattanooga^ Tenn. 275 Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. 0.. 10.. 11., 12.. W.. 14.. 15.. 10.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. 26.. 27.. 28.. 29.. 39.. 31.. 187«. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 10 , 17 18 19..... 20 21 22 23 24 25 26 27 28 29 30 31 10,000 23,300 27,700 27,100 22,400 11,900 11,900 12,400 11,900 11,900 11,900 U,000 10,000 10,600 10,600 0,350 8,580 8,210 10,200 15,800 16,900 14,600 12,800 12,800 12,800 11,9D0 11,000 9,750 9,750 9,760 11,900 19,600 17,900 17,900 17,900 16,900 16,900 22,900 32,100 29,600 24,700 22,400 20,100 19,000 17,400 16,900 15,800 15,800 15,800 15,800 15,300 14,800 14,300 14,300 13,800 12,800 12,800 12,800 12,800. 12,800 12,800 12.8D0> Nov. 9,350 8,580 8,580 8,580 7,850 7,160 6,830 6,830 7,860 .9,750 15,800 22,400 21,800 20,100 19,000 17; 400 16,300 14,300 11,900 13,800 14,iS00 13,800 55,200 59,300 66,800 67,400 43,000 43,000 36,200 59,300 13,300 13,800 13,800 13,800 13,800 15,800 17,900 22,400 26,500 29,600 32, 100 37,500 39,600 38,900 37,500 37,500 40,200 38,200 33,400 31,600 '29,600 36,200 ^,100 34,800 38,900 43,000 40,200 40,200 40,200 38,900 Doc. S6,600 £2,600 48,400 38,000 28,300 28,300 25,300 22,900 20,700 16,000 16,300 15,800 20,700 20,700 21,200 49,800 '49,800 48,400 47,700 38,200 36,200 34,800 37,500 45,700 40,900 36,200 29,600 27,700 32,800 31,830 36,800 36,200 33,400 32,800 33,400 38,200 45,700 54,500 53,800 f5,900 55,200 63,200 49,800 45,700 41,600 37,600 34,100 31,600 29,600 27,100 25,300 23,500 23,500 22,400 23,600 27,700 47,700 82,400 125,000 180,000 218,000 227.000 Jan. 37,500 41,600 79,000 85,800 . 93,300 82,400 72,200 '83,800 60,600 68,600 54,600 40,200 36,200 34,800 33,400 28,300 27,700 27,100 26,500 25,300 24,100 23,500 22,900 28,300 47,700 68,600 51,100 47,700 106,000 188,000 215,000 Feb. 205,000 153,000 100,000 81,000 69,600 62,000 55,200 49,100 45,000 41,600 40,200 39,600 36,200 34,800 32,800 30,800 29,600 34,100 51,100 80,400 92,000 92,600 83,100 74,900 79,000 101,000 91,900 75,600 66,100 75,600 93,300 201,000 167, 000 110,000 ■72,2IX) 64,700 58,600 51,100 49,800 42,300 38,900 37,600 40,900 44,300 47,000 53,800 56,600 51,100 46,400 43,000 41,600 45,700 61,800 61,800 116,000 235,000 299,000 331,000 357,000 Mar. 87,200 87,800 87,800 81,000 79,000 74,900 63,400 62,000 63,400 64,700 1 63,400 64,700 70,200 81,000 108,000 136,000 143,000 122,000 103,000 77,000 64,700 60,600 60,600 67,200 63,200 51,800 48,400 46,400 43,000 361,000 341,000 307,000 286,000 278,000 267,000 246,000 212,000 174,000 145,000 129,000 108,000 90,600 81,000 79,000 137,000 176,000 185/ 171, ( 145,000 193,000 210,000 225,000 223,000 184,000 120,000 92,600 77,000 92,600 100,000 92,600 41,600 39,600 37,500 36,200 3»,S00 33,400 32, 100 34,100 40,900 48,400 47,000 46,700 42,300 41,600 43,600 68,800 129,000 137,000 115,000 90,600 77,000 69,500 62,700 60,600 81,000 109,000 111,000 102,000 101,000 101,000 85,800 Apr. May. 80,400 94,600 126,000 133,000 123,000 110,000 89,200 74,200 64,700 57,900 62,000 77,000 83,800 77,000 65,400 68,600 53,200 48,400 45,000 42,300 40,900 42,300 47,000 51,800 60,600 51,800 46,400 55,200 96,000 127,000 77,000 83,800 85,800 76,300 67,400 59,300 63,800 49,800 40,400 43,000 41,600 39,600 37,600 40,200 63,400 85,100 76,300 74,200 63,400 56,800 63,200 60,400 43,000 40,900 39,600 38,200 36,200 34,800 36,200 39,600 136,000 123,000 80,400 65,400 57,900 62,500 •46,400 <3,000 39,800 37,500 36,200 36,200 34,800 32,100 Juno. 30,800 17,400 28,900 27,100 25,900 25,300 23,600 24,100 23,600 22,900 22,400 22,400 21,800 21,800 22,400 22,400 21,200 19,800 45,700 55,200 77,000 83,800 76,300 63,400 62,000 70,200 106,000 130,000 130,000 118,000 97,400 77,000 64,700 68,600 53,800 49,100 46,400 46,400 48,400 «6, 400 46,400 43,000 39,600 41,600 43,000 48,400 67,400 60,600 63,800 19,000 17,900 17,900 19,600 22,900 27,100 26,500 24,700 27,100 27,700 25,300 22^400 20,700 17,900 July. 29,600 32, 100 30,200 29,600 28,900 34,100 16,900 21,200 21,800 26,600 25,000 26,500 25,900 29,600 32,100 32,100 30,200 28,300 26,600 25,900 26,500 49,100 47,000 46,400 48,400 49,800 51,100 51,100 46,400 40,900 35,500 32,100 29,600 28,300 27,700 27,100 30,800 67,400 118,000 144,000 153,000 125,000 74,200 68,800 56,600 49,100 48,400 61,800 49,100 47,700 43,000 28,300 29,600 30,800 34,100 33,400 32,100 36,200 45,000 66,600 72,900 130,000 119,000 87i200 86,100 61,100 46,400 39,600 43,000 60,600 82,400 75,600 66,800 60,600 47,700 40,200 34,100 31,500 30,800 30,200 30,200 45,000 36,200 30,800 28,300 25,300 24,700 25,300 28,300 30,800 34,100 47,700 67,400 77,000 70,200 64,700 55,200 42.300 35,500 31,600 29,600 29,600 29,600 28,300 26,600 23,600 22,400 Sept. 40,200 36,200 37,600 39,600 41,600 42,300 46,400 43,000 41,600 38,900 36,800 34,800 32, 100 29,600 27,100 27,100 27,100 27,700 27,100 ;28,900 27,700 28,300 29,600 26,600 23,500 22,400 21,200 21,200 20,100 19,000 14)800 21,2001 14,300 34,700 25,900 29,000 27,100 25,900 34,800 32,800 29,600 27,700 25,900 24,700 25,300 23,500 22,400 20,700 20,100 20,700 21,200 20,100 19,600 19,000 17,900 16,900 16,300 15,800 16,300 16,300 15,800 15,800 20,700 17,900 17,900 17)900 17,400 16,900 16,300 15,800 14,800 14,800 14,800 15,800 15,300 14,300 14,800 14,800 14,800 15,300 37,500 70,200 62,000 43,000 33,400 28,900 25,30a 22,900 20,700 19,600 19,000 19,600 14,300 13,800 10,900 16,300 14,300 12,800 12,400 12,400 11,900 11,900 12,800 13,800 14,300 13,800 12,800 12,800 12,800 11,900 11,900 11,400 11,900 14,800 14,300 13,800 13,800 15,800 19,000 17,400 14,800 13,800 Digitized by Microsoft® 276 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Term. — Continued. Day. Oct. Nov. Dec. Jan. Apr. May. July. Aug. Sept U.. 12.. 13.. 14.. 15.. 16.. 17.. 18.. 19.. ».. 21.. 22.. 23.. 24.. 25.. 26. 27. 28. 29. 30.. 31. 11., 12., 13.. 14., 16., 16.. 17.. 18.. 19.. 20.. 21., 22.. 23.. 24.. 25.. 26.. 27.. 28.. 29.. 30.. 31.. 12,800 12,400 11,400 11,000 11,000 11,000 10,600 10,200 9,750 9,750 9,350 .8,580 8,580 8,210 8,210 8,210 8,210 7,850 7,850 7,850 8,210 8,210 9,750 11,900 19,000 17,900 14,800 13,800 12,800 11,000 10,600 10,200 9,760 9,360 8,580 8,^ 9,750 12,800 22,400 17,900 19,000 17,900 16,300 15,800 14,300 12,800 11,900 11,400 10,200 10,200 10,600 13,'300 15,300 17,900 17,900 17,900 15,800 14,800 13,300 13,300 13,300 13,300 10,200 9,750 9,350 9,350 9,750 9,750 9,750 9,750 9,350 9,350 9,350 9,350 9,350 8,580 8,580 .8,580 9,360 9,350 9,750 10,600 11,400 12,800 12,800 14,300 19,000 21,800 19,600 17,400 15,300 14,300 12,800 15,300 35,500 '46,000 36,200 32,100 29,600 28,300 25,300 23,500 ■27; 700 31,500 29,600 25,300 22,900 •21,200 20,700 21,200 '19,600 19,000 19,000 29,600 40,200 47,700 60)600 89,900 %,000 85,100 66,100 52,500 13,800 13,800 13,800 15,300 14,300 11,900 11,000 11,000 11,000 10,600 10,200 9,750 9,350 10,200 11,000 11,400 13,800 12,800 12,400 11,900 .11,900 11,000 11,000 12; 800 13,800 16,800 16,900 16,900 17,900 16,000 19,000 43,000 37,600 32,100 29,600 29,600 36,200 44,300 43,000 38,900 36,200 32,100 29,000 '27,700 26,900 23,600 23,500 21,800 21,200 20,100 19,600 19', 000 17,900 •17,900 19,000 24,700 41,600 47,000 W,900 43,000 47,000 51,800 17,900 14,800 11,000 10,600 13,800 12,800 15,300 26,900 34,100 32,800 29,600 31,500 33,400 62,000 86,500 il6,000 140,000 148,000 154,000 144,000 .152,000 174,000 178,000 157,000 .120,000 82,400 68,100 68,600 49,800 45,000 40,200 53,200 62,700 55,900 47,000 43,000 38,200 34,100 30,800 27,700 29,600 39,600 ■55,200 70,200 79,000 71,500 62,000 54,500 49,800 46,000 41,600 38,900 37,500 38,900 39,600 38,900 38,200 38,200 37,500 40,900 43,000 60,000 36,200 33,400 32,100 31,500 32,800 33,400 32,100 29,600 28,900 27,700 25,900 25,300 23,500 23,600 22,400 21,200 21,200 20,100 19,000 19,000 17,900 17,900 17,900 17,900 19,000 19; 000 17,900 17,400 72,900 72,200 63,400 54,500 48,400 43,000 40,200 42,300 49,100 72,900 83, sod' 79,000 68,800 57,900 49,800 47,000 45,000 42,300 40,200 38,900 40,900 55,200 72,900 113,000 126,000 101,000 78,300 66,800 65,400 49,800 63,400 66,100 60,600 56,600 58,600 88,500 160,000 600184,000 189,000 171,000 133,000 116,000 112; OOO 108,000 96,000 82,400 74,900 77,000 89,200 97,400 101,000 89,200 72,900 60,600 67,900 79,000 91,900 79,000 27,700 26,500 25,300 23,500 24,700 26,500 27,700 28,300 28,300 29,600 40,200 48,400 48,400 42,300 38,200 35,500 33,400 32,100 30,200 35,600 36,200 35,500 33,400 38,900 68,600 56,600 51,800 51,100 49,800 45,700 19,000 17,900 17,900 17,400 10,900 16,300 15,800 16,900 17,400 17,900 17,900 19,600 20,100 19,600 19,600 19,000 19,000 19,000 19,000 19,600 20,100 22,900 28,900 27,700 22,900 20,700 19,000 17,900 19,600 22,400 22,900 20,100 19,000 17,900 17,400 16,900 17,400 10,900 16,300 17,900 19,000 17,900 17,900 17,900 17,900 17,900 16,300 15,800 15,300 14,800 15,800 15,300 15,300 17,900 16,900 15,300 14,800 13,800 13,800 12,800 22,400 20,700 19,000 17,400 14,800 14,300 13,800 13,800 15,800 16,800 13,800 12,800 12,800 11,000 11,900 11,400 14,800 12,400 12,400 17,400 20,100 20,700 20,100 22,900 29,600 28,600 26,500 23,500 20,100 17,900 15,300 12,800 12,800 14,300 16,300 14,300 12,800 12,400 11,900 12,400 12,800 13,800 13,800 12,800 12,400 12,400 12,400 12,800 11,900 12,400 11,400 11,000 10,200 10,200 9,750 8,"" 8,680 8,580 8,210 8,580 9,350 14,300 13,800 12,800 12,800 .12,800 12,400 11,900 11,000 11,000 10,600 10,600 10,600 10,600 10,200 10,200 10,200 11,400 12,800 11,900 10,600 9,760 9,350 8,960 8,960 9,350 9,750 14,300 13,800 13,800 12, 4r" Il,4( 10,600 11,000 10,600 9,750 9,750 9,750 9,350 11,900 15,300 14,300 11,900 13,800 17,000 17,900 15,800 12,800 ll,90ff 11,000 11,000 11,000 11,900 14,800 16,300 16,900. 15,800 14,800 12,800 12,800 12,800 i:i,80O 11,000 16,800 20,100 17,900 17,400 15,800 14,300 11,900 11,000 10,200 9,350 8,580 8,580 9,350 10,200 12,400 16,300 22,400 20,700 16,900 16,300 13,800 11,900 16,300 23,500 21,200 16,300 12,800 13,800 1.5,800 17,900 22,900 22,400^ 20,700 19,600 19,600 17,900 14,860 12,400 11,400 10,200, 9,350 8,580 8,210 7,850 7,500 7,500 66,100- 49,800 32, 100. 22,400 17,400 15, 300' 12,800 11,900 11,400 Il,90fr 12,400 11,400 11.400' 11,000 10,600 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 277 Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. Jan. Feb. Apr. Uaj. June. July. Aag. I Sept. 7.... ...... U... 12,.. 13.. 14.. 15.. 16.. 17.. 18.. 19.. 20.. 21... 22... 23... 24... 25... 26.. 27.. 28.. 29.. 30.. 31.. 10., II 12...„. 13 14 15 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. 20.. 27.. 28.. 20.. 9,750 8,580 8,580 8,210 7,850 7,850 8,210 8,210 8,580 9,750 10,200 10,200 10,200 10,600 11,400 11,400 11,400 11,000 10,200 10,200 10,200 10,200 10,600 11,000 12,400 32,100 41,600 30,800 24,700 20,700 17,900 17,900 19,600 19,000 19,600 17,900 16,300 14,800 13,800 12,800 12,800 11,900 11,400 11,000 11,000 11,400 11,900 11,900 11,900 11,900 12,800 12,800 13,800 12,800 14,300 15,300 17,900 48,400 103,000 116,000 103,000 5,610 5,610 5,610 5,610 5,330 5,330 5,330 5. 5,330 5,330 g,960 10,200 12,800 11,400 10,600 8,960 8,960 10,000 37,500 85,100 68,800 57,200 44,300 32,800 32,800 22,900 21,200 19,000 16,900 16,300 14,800 13,800 13.300 12,800 11,900 11,400 n'doo 10,600 10,200 10,200 9,750 10,200 11,900 12,400 12,400 12,400 11,900 12,400 15,800 24,100 27,700 25,900 23,500 19,000 16,900 15,300 14,300 13,300 13,300 16,300 27,700 92,600 83,800 ?7,000 73,600 6»,800 60,000 48,40C( 40,200 36,200 45,000 66,600 68,100 61,300 65,400 62,000 68,800 73,600 67,400 61,300 52,500 •45,000 •45,700 49,800 53,200 .55,200 .49,800 43,000 36,200 31,500 28,900 30,800 31,500 27,100 25,300 22,400 20,700 20,700 27,100 27,100 26,500 24,700 40,9(10 93,300 96,-000 77,000 87,800 •lid, 000 115,000 100,000 78,300 ?1,300 48,400 43,000 52,500 110,000 138,000 143,000 141,000 115,000 91,900 71,500 57,900 32,800 3S,.80O 45,700 45,000 36,200 32,100 23,500 24,100 49,100 132,000 157,000 181,000 217,000 250,000 252,000 250,000 183,000 110,000 89,200 92,600 89,200 81,000 68,100 67,200 52,^ 47,700 44,300 41,600 40,900 45,700 49,800 73,600 72,906 62,000 52,500 60,400 67,200 69,500 69,500 62,000 62,000 55,200 50,400 49,100 47,000 43,600 40,200 45,.70O 93,300 122,000 110,000 88,500 72,200 65,400 66,100 .76,300 78,300 75,600 72,200 47,700 43,000 38,900 34,800 32,100 30,800 38,200 47,000 58,600 66,100 62,000 59,300 54,500 48,400 45,700 41,600 38,200 36,200 34,800 33,400 32,100 30,800 32,100 30,800 29,600 27,100 25,900 25,300 24,100 23,500 23,500 68,800 66,100 58,600 51,800 46,400 42,300 39,600 36,800 34,800 34,100 32,100 31,500 28,300 29,600 29,600 40,200 23,500 24,100 28,300 36,200 39,600 36,200 33,400 30,^ 28,300 25,900 24,700 24,700 30,800 78,300 150,000 176,000 176,000 129,000 75,600 58,600 .S2>,500 47,700 44,300 40,900 37,500 34,800 45,000 57.200 56,600 28,300 27,700 27,700 27,100 26,500 25,300 26,500 38,900 40,200 40,200 40,900 40,200 38,900 37,500 36,200 33,400 55,200 49,100 45,700 57,200 87,200 110,000 101,000 100,000 123,000 33,400 44,300 51,100 51,800 43,000 38,200 36,200 33,400 32,800 36,200 48,400 53,800 49,800 44,300 24,100 24,100 23,500 22,900 21,800 21,200 29,600 37,600 33,400 27,100 24,100 21,800 20,100 19:600 21,800 18,500 18,500 10,900 15,800 15,300 14,800 13,800 13,300 12,800 11,900 12,400 12,800 13,800 15,300 15,800 39,600 21,800 15,300 47,700 22,400 16,300 50,400 29,600 49,800 33,400 48,400 34,800 48,400 44,300 41,600 38,200 34,800 29,600 27,700 26,500 25,900 24,700 47,700 45i700 65,200 92,600 109,000 99,400 82,400 77,600 68,100 184,000 187,000 189,000 188,000 1^,000 211,000 232,000 254,000 250,000 237,000 184, 000 137,000 107,000 88,500 75,600 66,800 60,000 66,600 63,800 52,500 49,800 52,500 53,800 47,000 41,600 38,200 49,100 69,500 77,000 72,200 66,100 70,800 74,900 66,100 60,000 65,200 62,700 82,400 89,200 79,700 87,200 34,100 33,400 32,800 26,500 25,300 23,500 20,100 18,£00 17,W0 16,900 17,400 92,600 92,600 82,400 73;600 61,300 53,200 48,400 45,000 40,200 161,000 59,300 37,600 14,300 12,800 11;900 10,200 9,750 9,350 -8,960 8,960 8,580 8,210 7,850 7,850 31,500 32,800 34,800 36,200 31,^ 29,600 27,100 24,700 23,500 22,400 34,800 20,700 34,100 19,600 33,400 32,100 30,800 29,600 27,100 '25,900 24,100 23,500 23,500 23,500 28,900 32,100 33,400 46,400 44,300 38,900 34,100 32,100 32,100 8,210 8,580 8,580 8,580 8,580 8,580 8,210 7,850 7,500 7,500 7,850 7.850 7,850 7,850 7,600 7,600 8,210 7,850 7,860 7,850 8,960 8,580 7.850 7,500 7,850 7.160 7,500 8,580 10,600 11,400 11,000 12,800 21,800 22,900 24,100 22,400 18,500 17,900 16,300 16,300 15,800 16,300 -14,800 14,300 12,800 11,400 11,000 12,400 11,900 10,600 10,600 .8,680 8,960 11,000 14,800 15,800 18,500 22,400 22,900 21,800 19,000 15,800 17,900 16,900 19,000 30,200 47,000 40,200 33,400 32,100 26,500 23,500 11,000 10,600 11,000 11,400 14,800 15,800 14,800 24.100 23.500 23,500 19,600 19,000 17,900 16.900 16,300 15.800 15.800 15,800 15:300 14.300 13.800 13.300 13.300 13,300 12,800 12,800 12.800 15.800 21.800 25,900 20,100 21,800 18,500 17,900 16,900 10,300 24,700 21,200 21,200 15,800 13.800 14,300 14,800 16.300 17,900 17,400 16,900 15.300 13,800 12,800 11,900 20,700 21.200 24.100 13.800 12.800 12,400- 12,800 12,800 14,800 15,800 14,300 12,400 11,400 9,750 9,350 8,960 8,580 8,580< 7,850 7; 850 7,850 7,500 7,500 7,160 7,160 6,830 6,510 6,200 6,200 5.90O 5.900 5,900 6,900 13.800 12,800 12,400 13,800 16,300 17,400 1T.40O 16,300 15.800 13,800 15,800 17,900 20.700 21,200 19,600 20,100 17.900 20,700 16.300 16,900 15,800 14,800 13,800 19,000 20,100 21.200 22.400 24,100 25,900 27,100 15,800 15.300 14,800 15.800 12,800 11,900 n.Ooo 10,200 9,350 9,750 9,350 9,350 9,750 11,900 17,400 22,400 Digitized by Microsoft® 278 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. 'Day. 1881. 11.. 12.. 13.. 14., 15,. ,10.. 17.. 18.. 19.. 20.. 21.. 22-. 23.. 24.. ?5.. 28... 27... 28... 29... 30... 31... Oct. 1SS2. 7.. 8.. 9.. 10.. 11.. 12.. 13.. 14.. 15.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. a;.. 27.. 28.. 29.. 30:. 31.. 19,000 16,900 15,300 13,300 12,800 11,400 11,000 10,600 10,200 " 9,750 9,350 9,350 8,960 8,680 8,580 7,850 8,580 8,580 8,960 8,680 8,580 8,210 8,210 7,860 8,210 8,210 7,850 7,850 8,210 7,850 8,210 Nov. 8,580 8,580 9,750 12,800 11,900 12,800 13,800 13,800 14,300 16,300 21,200 23,50q 23,600 22,900 23,500 20,700 19,000 16,900 15,300 13,800 13,300 12,800 11,900 11,000 11,000 i0,600 10.600 13,300 42,300 85,800 15,800 16,300 13,800 12,800. 10,600 8,9M 8,580 8,210 7,850 7,500 7,500 7,100 7,160 7,100 0,830 6,830 0,510 0,510 6,200 6,510 0,200 6,900 7,100 7,850 7,850 7,500 8,210 8;580 8,9«1 11,900 17,400 113,000 153,000 174,000 144,000 102,000 98,700 117,000 112,000 93,300 70,200 53,800 45,000 39,600 35,500 32.800 31,500 34,800 33,400 43,600 43,000 41,600 38,900 35,500 33,400 31,600 32,100 34,800 34,800 33,400 30,800 26,900 40,200 ;oo,6oo 66,600 51,100 38,900 30,200 25,900 25,900 23,500 34,800 36,200 37,500 38,900 40,200 38,900 34,100 29,000 25,900 22,400 Jan. 28,300 28,300 35,500 35,500 34,100 33,400 30,800 27,700 25,900 23,500 21,200 20,700 19,000 24,100 74,200 112,000 108,000 98,000 75,000 20,700 53,800 19,000 17,900 19,000 34,800 60,000 00,000 02,000 52,500 38,200 32,100 24,700 17,900 19,00)) 20,700 24,100 37,500 55,900 67,400 74,200 74,900 74,200 79,700 74,200 70,200 62,700 60,000 67,200 52,500 48,400 62,500 82,400 112,000 122,000 112,000 98,700 70,800 66,000 48,400 41,600 38,200 35,500 34,100 38,200 64,000 68,800 63,400 63,800 45,700 46,400 61,300 86,500 109,000 128,000 146,000 142,000 116,000 94,000 75,600 62,700 64,700 78,300 91,900 91,900 87,800 70,200 60,000 64,500 48,400 83,200 47,700 98,700 131,000 119,000 100,000 94,000 90,000 95,300 101,000 109,000 107,000 101,000 89,900 74,900 02,700 64,500 57,900 85,800 140,000 176,000 195,000 197,000 197,000 200,000 202,000 200,000 199,000 222,000 250,000 267,000 207,000 201,000 258,000 258,000 250,000 229,000 180,000 118,000 94,600 138,000 195,000 200,000 Mar. 197,000 194,000 130,000 118,000 145,000 100,000 150,000 127,000 120,000 I30;00() 148,000 153; 000 154,000 144,000 133,000 139,000 144,000 133,000 118,000 103,000 99,400 91,200 80,500 80,400 72,900 66,100 60,000 57,200 55,200 63,800 49,100 46,400 43,000 41,600 38,900 40,900 40,200 37,500 30,200 35,500 36,200 35,500 35,600 45,000 54,500 66,100 88,500 125,000 125,000 97,400 81,700 71,500 62,000 56,600 53,200 65,200 53,800 60,400 49,100 Apr. May. 48,400 60,400 51,(00 49,100 46,400 43,000 41,000 41,600 40,900 47,000 53,200 61,300 77,000 101,000 116,000 116,000 103,000 81,000 67,400 60,000 53,800 48,400 47,700 48,400 51,100 55,200 67,400 74,200 65,400 55,200 83,800 124,000 144,000 130,000 114,000 94,600 34,400 35,100 101,000 123,000 137,000 112,000 99,400 94,600 85,800 70.200 f.1,300 62,700 72,200 63,400 60,000 01,300 60,000 60,000 57,900 53,800 53,200 64,700 84,400 86,500 79,700 53,800 48,400 45,000 41,000 40,900 43,000 43,000 40,900 38,900 37,500 37,500 33,400 31,500 29,600 28,900 27,100 25,900 24,700 23,600 22,900 June. 18,500 19,000 20,100 24,700 25,300 23,600 21,800 21,800 22,400 28,300 28,900 25,900 22,400 20,100 20,100 22,400 21,800 19,000 18,500 15/800 22,400 14,800 15; 300 21,200 14,800 12,800 21,200 21,800 21,800 22,400 21,200 20,100 19,000 18,500 17,900 70,200 61,300 54,500 61,100 47,700 29; 600 44,300 43,000 44,300 48,400 51,800 60,000 58,600 53,800 56,000 45,700 43,000 41,000 ■33,200 35,500 33,400 32,100 31,500 49,] 00 C3,40O 02,700 58,600 55,200 49,800 46,400 43,000 40,900 38,200 34,800 32,100 28,300 30,200 29,600 28,900 27,700 July. 12,400 17,400 19,600 20,100 20,100 17,400 14,800 13,300 11,900 11,000 10,200 9,350 9,350 10,200 9,760 11,900 11,900 12,400 11,900 11,000 Aug. 7,850 7,600 7,160 6,830 6,510 6,510 7,160 7,500 •7,850 8,210 18,500 16,900 13,300 13,300 8,960 8,210 7,850 ",510 Septh 5,060 6,200 7,500 8,210 7,600 5,900 5,330 6,060 6,060 4,800 4,800 4,860 4,800 5,330 5,330 5,330 9,350 g;210{ 28,300 28,300 17,900 16,000 15,800 14,300 13,300 12,800 12,800 12,800 36,200 32,800 29,000 40,200 34,100 32,800 30,200 30,200 28,300 25,900 25,300 28,900 32,100 32,800 33,400 32,100 49,200 38,900 45,000 53,300 .'i»,2aO 11,000 9,350 8,960 10,200 11,000 10,600 10,600 9,350 8,580 25,900 34,800 30,800 35,500 34,100 40,900 38,900 32,100 27,700 24,100 61,100 53,800 62,000 55,900 52,500 43,400 47,700 38,200 32,800 30,200 27,700 21,800 24,700 6,830 7,160 7,100 6,200 6,200 6,610 6,610 0,200 5,610 6,200 5,900 6,330 22,400 24,100 27,100 30,200 35,500 30,800 34,800 .30,800 27,700 20,500 72,200 48,400 33,400 23,560 19,000 13,3(10 14,800 14,800, 15,800 16,909 20,500 21,200 25,300 21,800 20,500 23,500 28,300 28,300 27,100 20,500 32,800 47,700 49,100 43,000 37,500 34,800 35,500 30,200 30,800 35,500 28,900 28,300 26,500 38,200 34,100 27,100 22,900 22,400 24,100 24,100 23,500 22,400 20,700 19,000 18,500 19,000 20,100 20,700 19,000 22,900 21,800 20,700 19,000 17,900 17,900 22,400 29,600 28,900 25,900 21,200 17,900 15,800 14,300 32,100 34,10Jt 36,800 30,800 29,600 27,100 23,500 21,200 22,900 24,100 30,800 70,300 142,000 149,000 111,000 67,400 40,400 37,500 31,500 27,100 24,700 25,300 22,400 21,200 20,100 13,800 15,800 IG 900 21,200 23,500 26,500. 19,000 17,900 16,900 16,300 16,300 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 279 Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. IKS). 1 , 2 3 4. 6... 7... 0.. 10.. II. 12.. 13.. ».. 15.. 16. 17. 18. 19. 20. 21. 22.. 23.. 24.. 25.. 27. 28. 29.. 30. 31., 10.. 11.. 13.. 13.. 14.. 15.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. 26. . . . 27.... 28.... 29.... 30.... 31 1 laisoo Oct. Nov. 16,900 W.WIO 15,800 15,300 14,800 14,800 14,3flO 1.1, SOD 12,800 12,800 il,S0O 11,400 11,000 11,000 11,000 11,000 11,000 10,600 11,000 11,900 16,300 24,100 22,400 19,000 17,900 15,300 12,800 12,400 11,900 11,400 11,900 9,750 8,580 10,200 8,960 9,350 11,000 10,600 15,800 33,500 27,100 20,700 15,800 13,300 11,000 10,200 8,960 8,210 8,?10 7,850 7,500 7,500 7,500 7,500 8,580 9,750 11,000 9,760 8,960 9,750 10,600 13, TO )5,30fi 10,300 1.1, .100 14,100 12,800 11,900 11,400 11,000 11,000 10,000 10,600 11,000 11,900 15,300 1.5,800 1.5,300 14,800 13,800 12,800 13,300 14,800 14,80f) 14,300 12,800 11,900 11,900 12,400 12,400 23,500 18,500 19,600 17,400 15,300 12,400 11,000 10,200 9,350 9,350 8,960 9,350 11,000 14,800 .18,500 19,000 16,300 14, .300 12,800 12,400 11,000 10,200 12,400 35,200 61,300 68,100 57,200 45,700 35,500 30,200 27,100 20,500 2i,500 20,700 18,500 10,900 1.5,800 15,300 14, .100 12,800 12,800 11, ,100 20,700 19,0fJ0 15, .500 19,000 18, .500 17,400 16, .100 14,300 14,800 19,000 24,700 39,600 5.5)900 62,000 66,600 49,100 42,300 34,100 30,200 27,700 24,100 21,800 19,600 17,400 16,300 J5,300 14,300 14,300 16,900 20,100 22,900 20,700 20,100 18,600 17,900 18,500 19,600 17,900 17,900 Jan. 2.5,300 24,700 22,900 21,200 21,800 25,300 44,300 70,800 81,000 78,300 70,800 .57,900 .50,400 58,000 91,900 107,000 101,000 110,000 129,000 148,000 190,000 233,000 254,000 252,000 218,000 145,000 87,200 08,800 62,000 60,000 59,300 38,900 37,500 35,600 34,100 31,500 28,900 26,300 21,800 19,600 19,000 Feb. 57,900 .5.5,2(iO 49,100 45,700 45,000 47,000 57,900 68,100 91,000 114,000 100,000 92,000 84,400 8.5,800 81,100 74,200 6/, 400 62,000 61,300 64,700 64,700 00,600 66,900 53,800 56,000 67,200 55,900 61,100 72,200 ■127,000 161,000 167,000 133,000 87,200 84,400 142,000 201,000 233,000 20,100 244,000 28,900 242,000 53,200 225,000 67,900' 206,000 62,000 196,000 75,600 189,000 81,700 176,000 76,300 165,000 78,300 167,000 2i;200l S7,800 178,000 28,900 31,500 30,200 32,800 41,600 66,80o| 81,000i f2,400 64,000 47,700; 41,600^ 94,600 87,200 75,600 08,^00 70,200 67,400 67,200 62,600 47,700 46,000 45,000 177,000 152,000 121,000 101,000 84,400 73,600 137, 64,000! 133, 60,600: 129, 59,300; 125, 103, Mar. Apr. 96,700 169,000 172,0(J0 154,000 108,000 eO,40fl 87,800 i04,000 110,000 109,000 110,000 112,000 118,000 121,000 111,000 96,000 89,200 96,700 100,000 94,'000 79,700 69,600 114,000 176,000 :08,000 215,000 188,000 129,000 87,800 74,900 72,200 66,100 62,700 61,300 67,900 63,800 49,800 65,200 51,800 43,600 41,600 40,200 38,200 38,900 58,600 92,600 109,000 96,700 83,100 70,200 62,000 71,500 86,600 87,800 96,700 88,700 86,60() 76,300 72,900 71,600 May. 68,800 64,000 56,000 61,100 47,000 43,600 40,900 38,900 30,200 34,800 34,100 34,100 33,400 32,100 30,800 30,800 30,800 29,600 27,700 27,100 25,300 25,300 25,300 25,900 25,300 24,700 24,100 24,100 24,100 22,400 21,800 62,700 66,600 54,500 66,200 64,500 63,400 71,600 65,400 57,900 51,100 47,700 41,600 40,900 37,500 36,200 34,800 33,400 31,500 29,600 29,600 Juno. 28,300 21,200 21,200 19,000 1 8, .500 17,900 19,000 20,700 27,100 30,800 30,200 28,900 20,500 32,100 34,800 40,900 38,200 33,400 28,300 2.5,300 22,900 20,700 20,100 19,600 21,200 25,900 23,500 21,800 23,500 22,900 23,500 July. 22,900 22,^00 20,100 18,500 16,900 16,300 15,300 1.5,300 13,800 16,300 16,300 17,000 22,400 22,400 20,100 19,600 17,900 1.5,800 10,900 15,800 13,300 12,400 11,000 10,200 10,200 10,200 11,000 11;900 11,000 9,750 9,350 21,800 21,200 21,200 19,600 19,000 28,300 30,800 30,800 29,600 34,100 43,600 51,100 52,500 53,800 51,800 41,600 36,800 34,800 30,200 27,700 26,500 22,900 50,400 28,300 22,900 26,500 27,100 23,500 23,500 22,900 27,100 23,500 15, 27,100: 28,300 16,900 30,800 29,600 26,900 24,100 43,600 40,200 41,600 39,600 38,200 38,200 34,800 33,400 28,300 27,700 28,900 34,100 32,100 28,300 27,100 23,500 21,200 23,500 23,500 22,400 19,600 17,900 16,300 14,800 67,400 17,900 71,500] 21 62,000 22,900 I 21,800 Aug. 9,760 9,350 9,750 10,200 U,400 10,200 9,750 10, COO 11,900 11,400 10,200 8,900 8,680 8,960 9,350 9,750 13,800 5,000 13,30( 5,000 14,80( 4,800 14,300 5,060 12,400 5,330 11,00( 6,200 10,20( 6,880 9,35( 10,600 9,360 11,90» 8,960 11,400 10,60C 13,300 8,960 14,300 8,90C 12,800 9,75C 11,400 10,200 35,500 17,900 60,-60C 15,300 43,00C 12,800 31,60C 11,000 34,800 10,600 23,900 9,750 22,400 8,960 19,600 8,580 17,900 8,960 17,400 9,750 17,900 10,200 19,600 9,750 19,60( 9,750 19,000 8,960 17,900 8,680 17,400 8,210 15,800 7,860 14,300 7,850 12,800 7,860 11,900 7,600 11,400 7,600 11,900 7,160 11,400 7,160 11,900 7,160 12,800 6,830 12,800 6,830 11,900 6,830 11,000 6,610 11,000 6,510 11,400 6,510 12,400 Digitized by Microsoft® 280 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. 11.. 13.. 13.. M.. 15.. 16.. 17.. 18.. 19.. 20.. 21.. 22. 23. 24. 25. 27.. 28.. 29.. 30.-. 31.. 7.. 8.. 9.. 10.. 12.. 13.. 14.. 15.. 16.. 17:. 18.. 19.. 21.. 22., 23.. 26.. 27.. 46,700 35,500 28,300 25,900 20,700 16,900 15,300 13,300 11 12,400 6,510 6,830 6,830 6,510 6,200 6,200 6,200 5,900 6,900 5,900 6,900 6,610 6,610 6,610 6,330 6,330 6,330 5,330 6,330 5,330 5,330 5,330 5,330 5,610 5,900 6,510 6,830 7,160 7,160 7,850 7,850 Nov. 8,5S0 8,580 8,210 8,210 7,850 7,850 7,850 7,850 7,850 7,160 6,830 6,830 6,831 6,8S0 6,830 6,830 6,510 6,830 6,830 7,160 7,850 7,850 7,850 7,500 7,600 8,960 11,000 10,600 11,000 9,750 15,300 104,000 62,500 30.. 31.. 11,900 13,300 20,100 35,500 35,500 28,300 22,900 20,100 21,200 17,400 24,700 18,500 18,500 15,800 lS,3dO 13,800 13,800 26,900 61,300 g9,400< Jan. 9,750 9,750 ■8,960 8,580 8,210 8,210 8,210 8,580 11,000 12,400 13,300 12,800 11,900 13,300 20,700 22,900 25,300 23,500 22,900 20,100 19,600 55,200 79,700 79,000 66,800 60,400 41,600 32,100 27,100 23,500 21,200 Feb. 68,800 49,800 40,200 38,200 68,800 164,000 201,000 191,000 169,000 119,000 79,000 60,000 52,500 46,700 40,000 37:500 34,800 34,100 32,100 30,800 30,800 34,800 34,800 33,400 20,100 20,700 21,800 21,800 20,100 21,800 31,500 40,200 40,900 38,^ 35,500 66,600 103,000 114,000 94,600 103,000 147,000 174,000 161,000 119,000 91,900 64,700 50,400 51,100 71,500 100,000 95,300 85,100 74,200 62,700 63,800 28,300 28,000 26,000 29,600 30,200 33,400 34,800 33,400 32,80(1 30,800 34,800 53,200 67,400 49,800 61,100 101,000 135,000 140,000 126,000 116,000 70,200 63,400 66,900 44,300 35,500 37,600 36,200 47,700 43,000 40,900 39,800 37,600 36,800 36,800 38,200 40,200 46,400 53,800 69,300 67,900 55,200 47,700 43,600 40,200 38,900 34,800 34,800 33,400 30,800 28,300 28,300 34,800 45,700 51,100 61,800 Mar. 35,500 29,6001 34,100 27,100 33,400 27,100 30,800 24,700 28,900 ' 28.300' 49,100 116,000 144,000 142,000 132,000 127,000 92,600 77.600 63,800 47,700 41,700 35,600 29,600 43,600 61,300 78,300 79,700 80,400 81,000 81,700 89,200 96,000 91,900 87,800 79,000 78,300 72,900 64,700 M.oao Apr. 61,800 36,800 49,100 47,700 47,000 47,000 45,000 40,900 36,800 34,100 32,100 30,200 28,300 28,900 32,100 41,600 44,300 62,500 56,600 62,500 47,000 42,300 39,600 36,200 34,800 32,800 35,500 34,100 34,100 34,800 37,500 34,800 33,400 32,100 30,800 29,600 28,300 27,100 25,900 24,700 May. 25,900 25,300 25,300 25,300 25,300 24,100 23,500 22,400 32,100 34,800 33,400 32,100 28,300 25,900 24,100 23,5001 22,400 22,400 22,900 25,300 37,600 80y400 99,400 67,400 48,400 40,200 34,800 30,800 32,100 29,600 28,900 29,600 33,400 36,800 62,000 67,200 61,800 48,400 45,700 43,000 41,600 36,200 33,400 31,600 40,200 65,200 79,700 83,100 72,900 66,100 67,900 61,800 48,400 43,000 40,200 38,200 36,200 34,800 33,400 40,200 44,300 62,000 62,000 67,900 65,200 45,000 41,600 29,600 28,300 27,100 28,500 314,000 341,000 349,000 338,000 304,000 40,200278,000 36,200,264,000 34,800261,000 33,400:254,000 31,600 225,000 30,800 28,300 29,600 30,800 33,400 34,800 33,4(X) 31,500 30,800 28,300 June. July. 120,000 109,000 81,000 68,600 46,400 38,900 33,400 33,400 30,800 30,800 30,800 28,900 27,100 25,900 24,100 Aug. Sept 21,200 22,400 20,700 23,500 19,600 26,500 19,000 25,900 19,600 25,300 25,900 28,300 32,100 36,200 40,200 48,400 50,400 64,000 89,200 25,000 22,900 22,400 22,400 21,200 19,600 19,000 20,100 24,700 27,700 31,500 26,500 22,400 20,100 19,600 20,700 28,300 30,800 24,100 21,800 20,100 19,600 16,900 17,900 19,000 20,700 25,300 24,700 20,700 17,400 15,800 18,300 16,300 9,750 10,2m 11,000 11,000 10,200 9,360 9,350 9,750 9,760 9,750 9,350 8,960 8,580 8,580 8,210 8,210 7,860 7,850 7,500 6,830 14,8001 11,000 13,800 12,800 16,300 11,400 15,800 11,000 157,000 106,000 88,500 76,600 65,400 60,600 55,200 54,500 61j800 50,400 61,100 49,100 78,300 92,600 91,200 74,900 66,600 61,800 74,200 110,000 201,000 269.000 37,600 38,200 39,600 39,600 43,600 47,000 54,500 55,200 57,200 62,000 65,400 67,400 58,600 63,80)1 49,800 45,700 47,000 50,400 48,400 48,400 50,400 49,800 48,400 55,200 62,700 66,100 82,400 86,500 89,200 75,600 38,200 37,500 37,600 36,600 34,800 47,000 37,500 34,800 32,800 46,700 60,400 60,600 65,400 66,200 47,000 44,300 40,900 39,600 51; 100 63,800 66,600 53,800 61,100 49,800 47,000 15,800 15,800 17,400 19,000 21,200 19,000 .41,600 40,200 60,600 72,900 70,800 68,800 70,000 82,400 10,600 10,200 9,350 9,350 8,960 8,960 24,700 23,500 28,300 32,100 34,800 38,900 41,600 42,300 8e;S00l 39,600 12,800 12,800 11,400 11,400 10,200 9,360 8,960 9,750 87,800 19; 000 18,500 18,600 17,900 17,900 17,900 16,900 16,300 15,300 37; 500 14,800 68,800 62,000 67,900 65,200 52,500 28,300 34,800 33,400 31,500 65,400 49,800 64,000 48,400 66,100 70,200 67,400 66,100 77,000 103,000 88,200 81,000 72,900 59,300 51,800 48,400 43,000 46,400 44,300 41,600 38,200 35,500 33,400 31,500 30,800 29,600 28,300 27,700 28,500 27,100 27,100 25,900 25,300 24,700 24,100 22,900 22,400 22,400 25,300 14,300 14,300 14,300 13,800 16.800 16,900 17; 400 16,900 18,300 15,800 14,800 13,800 13,300 13,300 12,800 24,700 21,200 20,100 , 25,900 19,600 11,900 25,900' 19,600. 12,400 11,900 11,900 11,900 Digitized by Microsoft® Tennessee River at Chattanooga, Tenu. 281 Daily discharge, in second-feet, of Tennessee River at Cliattnnooga, Tenn. — Continued. Day. Oct. Nov, Dm. Jan. Feb. Apr. May. July. Aug. SerpL I8W. 10... 17... 18... W... 20... 21.. 23.. 23.. 24.. 25.. 20.. 27.. JO.. 1888. II.. 12.. 13.. 14.. 15.. 16.. 17., 18.. 19.. 20.. 21,. 22.. 23.. 24. 25. 26., 27., 28., 29. 11,400 11,400 11,000 11,000 11,000 11,000 11,000 10,600 10,200 10,200 10,200 10,200 10,200 9, 750 9,360 9,350 9,350 9,350 8,960 8,960 8, 8,960 8,580 8,680 8,680 8,680 8,960 10,600 11,900 11,900 11,000 10,000 10,200 9,750 9,750 9,350 9,350 9,350 9,350 10,200 9,750 9,350 9,350 9,350 9,350 ;i,ooo 11,900 13,800 15,800 29,600 38,200 45,000 34,800 41,000 66,100 79,700 82,400 85,100 87,200 68,800 62,000 17,400 19,000 20,700 19,600 15,800 13,800 11,900 10,600 10,200 9,750 9,750 9,350 9,350 8,960 8,680 8,580 8,580 8,960 8,960 9,360 9,750 10,200 10,200 10,600 11,900 15,300 21,800 28,500 24,100 21,800 19.0001 38,200 32,100 28,300 27,100 25,300 25,300 28,900 29,000 29,600 25,900 23,500 22,400 41,600 49,800 55,200 59,300 72,900 62,700 55,200 89,200 103,000 107,000 70,200 62,500 41,600 38,900 40,900 47,700 62,000 66,100 66,800 16,900 16,300 13,800 13,300 12, $00 12,400 11,900 11,900 11,400 11,400 11,900 11,900 12,800 13,300 12,400 11,900 11,400 11,400 11,400 11,000 11,000 10,200 9,750 9,750 9,350 9,350 9,350 10,200 10,200 10,200 6S,S00 65,400 62,000 5.5,200 49,800 45,000 41,000 37, .500 34,800 33,400 32,100 30,200 28, .300 28,300 31,500 36,200 40,200 41,600 38,200 35,500 32,800 30,800 28,900 82,400 127,000 142,000 135,000 112,000 89,200 87,800 98,000 10,600 10,200 10,200 10,200 10,200 10,200 10,600 11,000 12,400 17,900 21,800 20,100 20,100 22,900 21,800 20,100 19,600 22,900 21,800 21,800 21,200 21,200 20,100 19,000 21,800 20,100 20,700 22,900 27,700 31,600 30,800l 104,000 80,400 64,000 89,900 123,000 137,000 142,000 97,400 74,900 68,100 60,000 60,000 56,600 52,500 65,200 81,000 85,100 78,300 72,200 66,100 110,000 123,000 115,000 123,000 152,000 166,000 176,000 180,000 180,000 29,600 130,000 29,600 48,400 92,600 94,000 72,200 60,000 49,100 40,200 35,500 33,400 44,300 63,400 68,100 70,200 83,800 92; 600 83,100 95,300 140,000 169.000 163,000 131,000 93,300 68,800 66,600 47,000 44,300 41,600 38,900 36,500 34,100 32,100 110,000 92,600 70,200 56,600 48,400 44,300 103,000 142,000 157,000 126,000 91,200 64,000 60,600 64,500 48,400 45,000 41,600 38,900 36,200 34,100 32,100 37,500 35,500 33,400 32,100 31,500 30,800 30,200 30,800 30,200 29,600 30,800 36,200 40,200 41,600 43,000 46,000 60,400 67,900 68,100 70,200 64)000 68,600 65,200 61,100 45,000 40,200 37,500 33,900 38,900 37,500 36,800 67,900 70,200 69,500 61.300 63,800 28,900 28,300 28,300 28,300 28,300 28,300 27,700 27,700 27,700 27,100 27,100 26,600 28,500 25,900 25,900 25,300 24,700 24,100 23,500 23,500 62,000 97,400 116,000 130,000 138,000 108,000 68,800 43,600 48,400 41,600 37,500 34,800 34,100 32,800 '31,500 30,200 28,300 27,700 38,900 36,200 34,800 33,400 32,800 32,100 32,100 32,100 34,100 31,500 30,800 30,800 30,200 '30,200 29,600 28,900 28,300 28,300 27,100 26,500 26,500 25,900 25,900 25,900 29,600 33,400 34,800 34,800 31,500 28,900 28,300 40,200 48,400 55,900 58,600 57,900 67,200 62,700 64,700 60,000 58,600 54,500 61,800 41,600 34,100 31,500 20,100 19,600 19,000 19,000 19,000 20,100 19,000 18,500 19,600 51,100 18,500 66,100 20,700 5.5,900 164,000 117,000 90,600 70,200 62,700 54,500 49,100 49,100 49,100 68,800 30, 800 128., 000 31,500 34,100 28,900 32,800 32,100 30.200 28,900 27,700 27,100 29,600 32,800 37,500 38,900 43,000 72,900 148,000 147,000 129,000 161,000 178,000 146,000 119,000 88,500 70,200 68,600 61,100 45,700 43,000 40,900 37,500 34,800 33,400 32,100 30,800 28,900 28,300 27,100 26,500 25,900 25,900 30,800 32,100 28,300 24,700 21,200 17,400 15,800 29,600 14,300 28,300 13,300 27,700 27,100 25,900 25,300 2.5,300 25,300 28,500 27,100 25,900 25,300 22,400 21,200 20,700 25,900 25,900 25,900 24,100 23,500 23,500 22,900 22,400 22,900 25,300 27,700 28,300 28,900 27,700 27,700 27,100 25,300 21,700 27,100 28,300 28,300 28,900 23,300 47,000 69,300 11,900 11,900 11,400 12,400 12,800 14,800 17,900 19,000 49,800 48,400 36,800 32,800 28,300 25,300 22,400 19,000 10,90» 15,800 14,800 13,300 12,800 12,800 12,40Q 11,900 11,900 11,000 10,600 23,500 10,600 21,800 10,200 21,200 20,100 20,100 22,900 22,900 24,100 22,400 21,200 20,700 18,600 17,900 18,500 17,900 20,100 19,000 27,100 19,000 19,600 20,100 60,400 61,100 56,600 47,700 41,600 34,800 30,800 28,300 25,900 24,700 24,700 23,500 22,400 22,400 22,900 22,400 23.400 21,800 21,200 20,700 20,100 20,100 20,700 20,100 19,000 69,300 20,100 14,800 63,800 15,800 11,900 42,300 34,800 28,300 24.700 22,400 20,700 21,200 21,200 20,700 20,700 19,600 19,000 21,200 20,700 20,700 19,600 17,400 17,400 16,900 19,600 15,800 16,900 16,900 16,900 13,800 33,400 30,800 25,900 11,900 14,800 13,800 13,800 9,750 9,750 9,350 8,960 9,350 9,350 9,350 9,350 9,350 8,960 9,350 9,750 11,400 12,800 13,80V 19,600 34,800 47,700 41,^ 14,800 38,900 44,300 45,700 47,000 49,100 21,800 11,400 40,200 11,000 46,000 11,900 I 11,900 15,800 18,500 16,300 15,800 14,300 14,300 16,300 16,900 15,800 15,800 16,300 15,300 12,800 11,900 11,900 12,800 15,300 27,700 36,200 28,300 38,200 45,000 44,300 59,300 57,900 65,900 55,200 70,200 65,400 60,000 34,800 52,500 70.800 72,200 66,300 55,200 44 30O 38,900 45,700 42,300 23,500; 38,200 19,000 31,500 16,900 27,700 17,900 25,300 13,800 22,400 14,800 Digitized by Microsoft® 282 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. u.. 12.. 13.. 14.. 15.. IC. 17.. 18.. 19.. 23.. 21.. 25.. 20.. 27. 28. 29. 30. 31. II.. 12.. 13.. 14.. 15.. 18.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. 26. 27.. 21,200 19,600 19,000 18,500 17,400 22,400 17,900 15,800 25,900 30,200 32,800 33,400 34.800 23,500 31,500 32,800 30,200 27,100 24,700 23,500 22,400 23,500 27,700 29,600 45,700 66,800 85,100 130,000 120,000 99,400 72,, 200 Dec. 30.. 31. 51,100 38,200 44,300 42,300 39,600 37,500 34,100 30,800 33,400 86,500 136,000 137,000 120,000 113,000 116,000 101,000 98,700 96,000 103,000 107,000 67,400 62,000 52,500 47,700 43,000 41,600 38,900 35,500 34,100 32,800 27,100 25,300 24,100 21,800 20,100 18,500 17,400 15,800 15,300 14,800 14.3001 13,800 13,800 13,300 12,800 12,800 13,300 13,300 13,300 12,800 12,800 12,400 12,800 12,400 •12,800 13,300 13.800 13,800 13, $00 14,800 15,800 15,300 15,300 15,800 26,500 24,100 30,800 27,100 27,100 38,900 54,500 70,800 62,000 53,200 55,900 58,600 53,300 51,800 64,000 65,400 68,100 70,800 61,300 53,600 64,000 62,000 58,600 48,400 44,300 44,300 47,700 31,500 30,200 28,900 27,700 26,500 25,300 24,700 23,500 22,400 24,100 25,300 26,500 27,700 28,900 32,100 28,-900 23,500 24,100 25,300 27,100 31,500 38,90Q 40,900 35,500 32,800 28,900 25,900 23,500 26,500 28,500 25,300 Jan. 46,400 45,700 44,300 38,900 34,800 32,100 30,800 29,600 28,300 27,700 26,500 25,900 24,700 24,100 23,500 22,400 21,800 21,200 20,700 20,100 20,100 19.600 19,600 21,200 22,400 22,400 21,200 20,700 20,100 24,700 27, lOOl 31,500 33,400 32,100 36,200 36,800 51,S00 67,900 64,700 70,800 77,000 78,300 74,200 68,100 55,900 49,100 45,000 47,700 54,500 59,300 66,100 70,800 75,600 77,600 77,000 60,600 51,800 56.600 63,400 72,900 82,400 89,200 Feb. 27,700 29,600 28,900 28,300 28,300 27,100 28,500 25,900 26,500 27,700 26,500 25,900 25,900 27,700 25,900 30,800 43,000 56,600 49,800 45,000 41,600 59,300 82,400 77,600 73,600 62,000 50,400 43,600 38,900 48,400 50,400 93,300 85,800 81,000 72,900 65,400 60,600 54,500 45,700 45,000 49;' 100 53,800 53,200 48,400 40,200 36,200 38,900 130,000 195,000 193,000 179,000 191,000 178,000 137.000 103; 000 62,700 51,800 50,400 48,400 Apr. 48,400 43,600 43,600 44,300 43,000 47,000 50,400 72,200 125,000 133,000 115,000 94,000 75,600 62,000 59,300 55,200 57,200 51,800 47,000 43,600 42,300 43,000 44,300 76,300 121.000 173,000 231,000 46,400 43,000 40,900 40,900 45,700 47,000 43,800 40,200 36,800 33,400 30,800 27,700 25,300 22,400 20,700 18,500 17,900 19,600 34,100 43,600 54,500 58,600 57,200 53,200 48,400 44,300 40,900 38,200 33,400 28,900 25,900 26,900 28,900 31,500 30,800 28,900 27,700 25,900 22,900 21,800 20,100 18,500 18,500 17,900 21,800 25,900 32,100 37,500 44,300 47,700 49,800 49,100 47,000 43,000 32,100 22,900 22,400 22,400 21,800 22,900 24,700 May. 25,900 24,700 25,300 25,900 29,300 27,700 28,300 25,900 23,500 21,800 20,700 20,100 19,000 18,500 17,900 19,000 18,500 19,000 21,200 20,100 19,000 17,900 16,900 15,800 45,700 48,400 78,300 70,200 47,000 43,600 32,100 28,900 26,500 25,300 24,700 23,500 28,300 33,400 43,000 62,000 66,100 64,700 66,800 64,000 55,200 49,800 44,300 37,500 July. 15,800 32,100 267,000 283,000 273,000 228,000 150,000 96,700 90,600 91,900 81.000 70,200 62,000 58,600 52,500 53,200 60,000 87,200 96,700 95,300 82,400 73,600 78,300 89,200 130,000 167,000 179,000 171,000 140,000 98,700 82,400 74,900 _ 66. 800 57,900 60,000 77,000 89,200 86,500 85.100 74,900 65,400 59.300 53,200 48,400 45.000 42,300 40,900 42,300 67,900 107,000 133,000 118,000 91,200 70,800 59,300 53,200 51,100 51,100 51,800 51.100 49,100 15,300 15,300 15,300 15,800 18,900 19.600 45,000 42,300 39,600 40,200 41,600 45,000 64,500 55,900 53.200 53,200 49,100 46.400 43,000 39,600 33, 900 47,000 57,200 52,500 47,700 53,800 27,100 22,400 22,400 21,800 28,300 29,800 32,100 34,800 40,200 49,800 48,400 41,600 34,100 29,600 25,900 22,400 22,400 21,200 23,500 28,900 30,200 34,800 33,400 Aug. 45,700 60,400 60,000 62,700 62,700 57,200 66,600 52,900 44,300 39,600 32,800 28,900 28,300 32,100 32,100 38,900 44,300 38,200 37,500 32,100 25,900 27,700 37,500' 24,700 22,400 2i;200 20,100 BepL 23,600! 22,400 21,200 21,800 22,400 36,200 40,900 32,800 25,900 22,900 22,400 20,700 20,100 17,900 16,900 15,300 13,800 45,700 48,400 43,000. 24,700 22,900 21,200 24,100 19,600 24,100 20,100 25,300 35,500 32.100 30,200 30,200 29,600 30,200 29,000 27,700 26,500 25,300 26,300 15,300 24,700 16,900 27.100 45,000 65,200 56,800 17,900 16,300 16,300 16,900 16,900 16,900 16,900 16,300 15,!l00 15,300 22,400 21,800 22,400 22.900 22,400 21,800 20,700 20,100 66,800 20,700 74,900 21.200 74,900 20,700 72,900 21,200 56,800 22,400 47,000 44,300 48,400 49,100 44,300 40.200I 22,400 21,800 21,800 19,600 17,400 16,300 14.300 13,300 25,300 23,500 22,900 24,100 33,400 29,600 26,500 26,500 27,100 25,300 29.600 32,800 38,900 46,000 '43,000 38,800 33,400 29,600 27,100 27,100 24,100 27,100 44,300' 40,200 37,500 31,500 12,400 23,500 11,900 21,200 17,900 26,500 26,500 22,900 19,600 17,900 17,900 22,900 34,100 45,000 48,400 41,600 36,800 38. ami 20,700 18,500 17,400 14,800 14,300 21,200 22,400 18,500 21,200 20,100 16,900 21,200 30,800 38. an! 45,700 32,100 32,800 22,400 20,100 17,900 20,100 17,900 15,800 15,800 16,900 19,000 20,100 25,900 22,400 22,400 20,700 22,400 30,200 20,700 20,700 33,400 19,600 18,600 19,000 22,400 24,100 22,400 21,200 30,200 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 283 Daili/ discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. IWl. 9.. 10.. ».. 12.. 13.. 14.. 15.. le.. 17.. IS.. 19.. M.. 21.. 32.. 23.. 24.. 25.. 2S.. H.. 28.. 29.. 30.. 31.. 1.. 2.. 3.. 4.. £.. S.. 7.. 8.. 9.. 10.. U... 12... 13... 14..: «... M... 17... 18... Itt... ?0... 21... 24. 25. 26.. 27.. 30 ai , Oct. Nov. 57,900 49,100 46,400 43,000 37,500 32,800 29,600 29,600 31.600 30,200 27,100 25,900 24,700 23,500 21,800 20,700 20,700 20,700 23,500 22,400 22,400 21,200 30,200 43,000 53,800 56,600 58,600 52,500 45,700 42,300 41,600 11,000 11,500 11,500 11,000 11,000 10,600 10,600 10,200 10,600 10,600 11,000 11,000 10,600 10,600 10,600 10,200 10,200 9,750 9,750 9,750 9,758 9,750 9,750 9,750 9,750 9,750 9,130 9,750 9,350 9,350 9,350l 40,200 38,900 32,800 30,200 28,300 25,900 24,700 24,100 22,400 21,800 21,200 20,100 19:600 19,000 18,500 17,900 17,900 16,900 17,900 17,400 17,400 17,400 16,300 15,800 15,800 15,300 14,800 14,800 14,300 13,800 Dec. 8,960 8,960 8,960 8,580 8,580 8,580 8,580 8,580 8,580 8,580 9,750 10,600 15,300 20,100 '22,900 19,600 15,800 14,300 13,800 14,300 13,300 13,800 16,900 25,900 36,200 36,800 32,ioq 26,50al 22,4001 Jan. 13,800 13,800 13,300 13,300 13,300 14,300 15,800 16,300 42,300 49,100 49,800 46,400 44,300 37,500 20,700 23,500 21,800 21,800 22,400 22,400 21,800 21,800 21,800 21,800 24,100 25,900 57,900 79,000 81,700 78,300 57,200 20,700 17,900 16,300 15,800 32,100 35,500 38,900 52,500 67,400 68,100 63,400 51,800 40,200 32,800 28,900 28,300 29,600 30,290 27,100 25,300 23,500 22,V400 21,200 20,700 22,900 27,700 49,100 63,400 59,300 51,100 47,000l 46,400 47,000 61,300 89,960 99,400 97,400 64,700 49,800 42,300 36,800 38,200 54,500 66,800 62,000 56,600 43,600 47,000 45,000 45,000 45,700 43,600 49,800 79,000 98,000 89,200 86,500 70,200 60,000 47,700 47,700 54,500 38,900 38,900 49,100 53,800 53,200 51,100 55,200 60,600 62,000 57,200 49,100 50,400 70,200 150,000 218,000 246,000 252,000 233,000 173,000 121,000 123,000 123,000 112,000 95,300 77,000 65,400 60,000 51,800 46,400 40,900 40,200', 60,600 83,800 103,000 129,000 148,000 141,000 118,000 109,000 92,600 137,000 183,000 227,000 242,000 249,000 235,000 191,000 137,000 128,000 118,000 106,000 99,400 122,000 157,000 182,000 191,000 176,000 134,tl00 123,000 38,200 36,200 34,800 33,500 31,500 30,800 30,200 33,500 49,100 72,200 70,800 65,400 54,500 46,400 43,000 44,300 48,400 47,700 45,000 46,400 47,700 54,500 54,500 53,200 47,700 45,000 39,600 37,500 34,100 Mar. 120,000 113,000 100,000 84,400 98,700 130,000 154,000 192,000 229,000 249,000 259,000 250,000 222,000 178,000 145,000 129,000 117,000 98,000 85,800 77,600 Apr. 98,700 105,000 105,000 101,000 96,700 79,700 .72,900 67,400 60,600 59,300 60,600 61,300 66,100 70,800 77,000 67,400 57,900 51,100 49,800 ■47,700 70,800 47,700 67,400 45,700 66,800 44,300 67,400 66,100 64,700 65,400 89,900 86,500 82,400 83,100 32,800 32,100 31,500 30,200 28,900 28,300 27,700 28,300 34,800 42,300 48,400 47,700 45,700 ?5,700 40,200 36,200 34,100 38,200 45,000 49,800 49,800 47,000 45,700 51,100 59,300 62,000 66,100 64,000 60,000 67,900 May. 34,100 32,800 32,100 31,500 29,600 28,900 27,700 26,500 25,900 25,300 24,700 24,100 23,500 22,900 23,600 23,500 25,300 26,500 26,500 25,900 25,300 24,100 22,900 44,300 22,400 45,000 21,200 45,000 44,300 43,000 38,200 36,200 55,900 50,400 44,300 40,200 38,200 51,800 142,000 209,000 227,000 227,000 205,000 176,000 116,000 81,700 73,600 68,100 62,000 57,900 53,800 77,600 104,000 105,000 99,400 94,600 85,800 87,200 86,500 64,700 55,900 53,800 21,800 22,400 22,900 22,900 26,600 30,200 49,800 45,700 43,600 44,300 41,600 38,900 36,800 36,200 34,100 31,500 32,800 32,800 31,500 30,200 29,600 28,900 27,100 28,900 31,500 35,500 38,200 40,900 42,300 45,700 47,000 39,600 36,200 33,500 32,800 32,100. June. 33,500 32,100 30,200 27, 100 24,700 22,900 21,800 22,900 25,900 28,600 31,500 41,600 38,200 32,800 31,500 32,800 33,500 35,500 40,200 43,600 40,200 40,200 38,200 42,300 44,300 45,700 36,200 27,700 24,100 22,900 53,200 32,100 30,800 31,600 33,500 53,800 56,600 67,200 63,200 62,500 60,400 47,000 48,400 49,100 47,000 34,800 30,200 27,100 24,700 24,700 24,100 41,600 47,000 44,300 42,300 40,900 40,200 39,600 43,600 45,000 43,000 July. 21,800 21,200 20,100 20,100 20,100 20,100 19,000 17,900 18,500 25,300 28,900 24,700 21,800 19,600 17,400 16,300 15,800 15,300 22,900 28,300 25,300 22,400 21,200 20,100 19,600 19,600 19,600 20,100 20,100 21,200 32,800 AUg. 38,900 32,100 31,.600 30,800 38,900 54,500 70,200 74,200 62,700 52,500 55,200 68,600 67,900 54,500 53,200 61,800 61,100 49,100 45,000 43,000 40,900 36,200 32,100 30,800 29,600 28,300 25,900 26,300 24,100 22,900 21,200 Sept 50,400 64,000 96,700 106,000 75,600 53,200 40,900 33,500 28,900 25,900 24,700 22,400 22,400 21,800 21,200 20,100 19,600 19,000 16,900 16,900 19,000 22,400 25,900 31,500 32,100 46,400 49,800 49,100 41,600 37,500 35,500 23,600 22,900 23,500 22,400 22,900 27,700 23,500 21,200 19,600 18,500 18,500 17,400 19,600 20,100 20,700 19,600 17,400 16,300 16,800 15,800 16,900 16,300 16,300 16,900 15,300 15,800 17,900 20,100 24,700 21,200 18,500 30,800 26,500 24,100 23,600 28,900 28,900 29,600 29,600 33,500 27,700 24,700 21,800 20,100 19,600 19,600 19,600 19,600 17,900 16,300 15,300 14,800 14,300 13,800 13,300 12,800 12,860 12,400 11,900 11,500 11,500 12,400 11,000 10,600 9,750 8,960 12,800 12,400 11,900 11,900 11,500 11,900 11,000 12,400 12,400 12,400 17,400 25,300 22,900 19,600 16,900 15,800 16,900 14,800 13,300 13,300 20,100 20,100 17,400 14,800 13,800 Digitized by Microsoft® 284 Wa ter Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. Oct. Nov. Dec, Jan. Feb. Mar. Apr. Uay. June. July. Aug. SepU 1 2 3 t S 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24........ 25 26 27 28 29 30 31 1894. 1 2 3 4 5 6 7...... 8 9 10 11 12 13 14 15 16 17 18 ; 19 20 21 22 23 24 25.'..... 26 27 28 29 30 31 12,800 11,900 11,500 11,000 10,600 10,200 10,200 9,750 9,750 9,75S 9,750 9,750 9,350 9,350 9,350 9,350 9,350 8,580 8,580 8,580 8,580 8,580 8,680 8,210 8,210 8,210 8,210 8,210 8,210 14,800 14,300 13,800 13,800 14,800 14,300 16,300 17,400 16,300 16,300 14,800 14,300 13,800 14,300 11,900 10,600 69,300 37,600 32,800 29,600 22,900 19,000 17,400 15,800 17,400 18,500 27,700 25,900 22,400 19,600 17,900 8,210 8,680 8,580 10,200 11,900 13,300 13,800 13, 16, 24,700 34,100 38,900 41,600 24,700 23,500 27,100 32,100 36,200 37,500 36,200 31,500 27,100 24,700 23,500 21,800 19,000 17,400 16,900 16,900 20,100 17, to) 16,900 15,800 15,300 14,8(10 14,300 13,800 13,800 13,300 13,800 14,300 27,100 21,200 20,100 19,600 16,900 J5,800 15,300 14,300 14,800 14,800 14,800 14,300 14,300 13,800 14,300 14,800 15,800 15,300 14,300 22,900 22,400 21,200 20,700 20,100 20,100 18,500 17,000 17,900 16,900 16,300 15,300 14,800 14,800 18,500 19,tiOO 30,200 49,100 S3, 200 61,100 55,900 67,200 64,500 47,000 33,500 29,600 27,100 24,100 21,800 18,500 14,300 21,800 20,700 22,900 24,100 20, too 26,500 25,300 22,900 22,400 20,700 17,900 17,400 16,900 16,300 16,900 17,900 19,600 21,200 21,800 21,800 19,600 18,500 17,400 16,300 15,800 15,300 14,800 14,300 15,300 17,400 19,000 19,000 20,500 32,800 32,100 30,200 29,600 26,500 22,400 21,200 19,000 16,300 16,300 16,300 16,300 16,300 16,300 16,300 16,300 16,300 16,300 16,300 16,300 17,400 17,400 19,000 20,700 21,200 24,700 30,200 42,300 16,300 19,000 21,200 21,800 19,600 17,400 27,700 35,500 58,600 65,200 61,800 47,700 50,400 48,400 47,000 47,000 42,300 43,000 36,800 34,800 30,200 28,300 28,300 29,600 30,200 29,000 30,800 30,800 28,900 28,300 27,7001 64,700 76,300 68,100 52,500 48,400 46,400 41,600 38,200 35,500 36,200 51,800 94,000 142,000 154,000 148,000 139,000 154,000 194,000 214,000 221,000 217,000 188,000 118,000 77,600 64,700 67,200 61,100 49,800 28,900 28,300 27,700 31,500 143,000 167,000 157,000 128,000 103,000 103,000 1<»,000 98,700 97,400 89,900 77,000 64,000 58,600 52,500 51,100 60,400 51,800 53,200 53,800 49,800 47,700 41,600 46,400 46,400 61,100 55,900 54,500 64,500 53,200 55,200 55,900 63,800 53,800 57«goo 69„500 73,600 72,200 76,600 66,100 58,600 61,100 45,700 41,600 39,600 36,800 34,800 33,500 32,800 37,500 40,200 40,200 36,800 34,100 33,500 32,800 46,400 49,800 57,900 60,000 68,600 67,200 61,800 49,800 47,700 43,000 40,900 38,900 39,600 43,000 41,600 40,900 40,200 43,600 44,300 46,400 42,300 53,800 53,200 49,100 46,400 43,600 41,600 38,200 34,100 32,800 29,600 31,500 30,200 28,900 28,900 28,900 30,800 30,800 28,900 28,900 28,900 28,300 27,100 63,400 76,300 64,700 52,500 44,300 38,200 37,500 43,000 43,000 42.300 40,200 39,600 34,800 32,800 41,600 68,600 64,700 63,400 59,300 68,800 119,000 161,000 186,000 198,000 186,000 116,000 81,000 73,600 64,700 57,900 53,800 49,100 47,000 57,900 64,700 54,500 46j400 44,300 39,600 35,500 32,800 30,800 29,600 28,300 25,900 30,800 38,200 44,300 44,300 48,400 62,000 49,100 38,900 50,400 103,000 135,000 124,000 97,400 74,200 54,500 43,600 40,200 38,200 36,200 32,100 30,800 30,200 29,600 30,800 32,100 32,800 30,800 34,100 32,100 29,600 28,900 26,500 22,900 28,300 27,100 30,800 30,200 40,200 40,900 43,000 44,300 38,900 32,800 34,100 43,000 51,800 47,000 43,000 39,600 36,800 31,500 28,300 28,900 27,700 27,100 26,500 25,900 25,300 24,100 23,500 22,900 22,400 22,400 21,800 21,200 20,700 20,700 20,100 19,600 19,000 18,500 19,000 18,500 17,900 26,500 28,900 27,100 24,100 22,400 22,900 29,600 23,300 30,800 32,100 36,200 40,200 40,900 42,300 39,600 34,800 32,100 28,900 26,500 23,500 21,200 20,100 19,600 19,000 18,500 17,900 16,300 15,800 14,800 14,300 14,300 13,800 13,300 13,300 12,800 12,400 11,900 12,400 13,800 14,300 14,800 14,300 13,300 12,800 12,800 14,300 14,800 15,300 10,300 24,100 21,800 21,200 23,500 29,600 27; 100 21,800 21,200 19,600 19,000 20,100 19,000 19,000 18,500 17,900 16,900 15,800 15,300 15,800 16,900 17,900 19,600 20,100 25,900 29,600 31,500 20,700 19,000 16,300 15,300 14,800 14,800 24,700 22,400 20,700 24,700 23,500 20,700 17,900 18,500 17,400 18,500 20,700 18,500 15,300 13,800 12,400 11,500 11,000 15,800 13,800 13,800 18,500 20,700 21,200 19,000 22,400 22,900 21,800 21,200 20,100 18,500 18,500l 14,800 14,300 17,400 19,600 18,500 17,900 27,700 28,300 22,900 21,200 18,500 16,900 15,300 14,300 15,800 16,300 21,200 29,600 27,700 22,400 16,300 14,800 13,800 13,300 12,800 11,500 11,000 10,200 10,200 10,600 10,200 16,300 16,300 16,300 15,800 16,300 16,900 16,300 10,300 16,900 14, 13,300 12,400 11,500 11,000 11,900 20,100 25,900 19,600 16,900 17,400 20,100 20,700 22,400 20,100 16,900 14,800 12,800 15, .100 13,800 15,300 24,1Q0' 51,100 40,200 28,300 36,200 34,800 27,700 24,100 19,600 17,900 15,800 15,800 20,700 33,500 68,100 80,400 59,300 48,400 41,600 35,500 28,900 23,500 20,100 19,000 17,900 16,900 16,300 15,300 14,800 13,800 14,300 22,400 21,200 16,900 14,800 12,400 11,900 11,000 10,600 9,790 9,350 9,350 9,350 8,960 8,580 9,750 11,000 11,000 11,900 11,900 10,200 9,750 9,750 11,000 11,000 10,200 8,960 S,2I0 7,850 7,500 7,160 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 285 DaiJv discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. 7,600 7,600 7,850 9,750 11,000 11,000 9,750 8,960 8,210 7,850 7,160 7,600 8,580 11,600 13,800 13,400 10,600 9,360 8,210 7,850 7,600 7,160 7,--- 7, 7,160 7,160 6,830 6,830 6,830 7,860 8,210 7,500 ?,ieo 7,160 7,160 7,160 7,160 7,--- 7,500 7,160 7,600 7,850 7,850 7,860 7,850 7,500 7,850 7,850 7,850 7,600 7,600 7,160 7,160 6,830 6,830 6,830 6,830 6,830 6,830 7,850 Nov. 9,350 10,600 13,300 10)200 9,350 9,ved 9,760 8,960 8,580 8,210 7,860 7,860 7,600 7,160 7,160 7,160 7,160 6,830 7,160 7,600 7,600 7,600 7,860 7,860 8,210 8,680 8,580 8,210 8,210 8,210 8,680 8,960 10,200 10,200 8,960 8,580 8,210 8,580 8,960 10,600 12,il00 13,800 12,800 )i,goo 11,500 11,000 10,600 9,760 8,960 8,210 8,960 0,350 8,960 8,960 9,760 Dec. 7,850 7,S60 7,500 7,600 7,600 7,600 7,600 7,600 8,310 8,680 10,200 21,200 52,600 69,600 70,200 67,400 62,600 38,900 26,600 23,500 20,100 17,000 15,800 16,300 14,300 13,800 23,600 40,900 61,100 47,700 33,600 9,350 9,760 9,350 9,360 9,350 10,200 9,760 9,350 8,960 8,960 9,350 9,750 11,000 11,500 11,900 11,500 11,000 10,600 10,200 9,750 10,200 12,400 18,600 23,600 25,900 24,100 23,600 26,300 29,600 26,600 26,600 Jan. 26,600 21,800 18,500 17,900 17,400 17,400 18,600 22,400 68,100 133,000 188,000 212,000 206,000 136,000 127,000 77,600 68,100 62,000 60,000 56,900 59,300 63,400 61,300 65,900 67,400 67,400 62,000 67,200 63,800 52,500 51,100 27,700 28,300 27,700 27,700 26,500 34,100 20,100 18,500 17,900 17,900 17,400 17,400 15,300 15,300 14,800 13,800 13,300 13,300 13,300 13,300 13,300 14,300 17,400 28,300 38,200 49,800 48,400 41,600 34,800 30,200 27,100 Feb. 45,700 43,000 43,600 46,000 45,700 44,300 40,900 38,200 37,600 28,300 22,400 18,600 23,600 23,800 24,100 26,600 26,500 23,600 26,500 25,900 28,900 32,100 35,500 39,600 40,200 38,200 36,800 36,800 24,700 36,200 62,000 72,900 65,400 57,200 74,200 89,200 87,800 83,800 81,000 71,600 62,700 69,500 81,000 86,500 79,000 68,800 65,200 45,700 39,600 34,800 30,800 27,700 26,500 25,900 25,300 24,700 23,600 Mar. 40,200 43,600 76,300 118,000 129,000 118,000 «5,100 66,400 66,600 62,600 49,100 46,000 47,000 48,400 53,200 67,900 66,600 59,300 57,900 64; 500 91,200 134,000 148,000 144,000 118,000 82,400 70,800 66,100 68,600 54,500 51,100 22,900 21,800 21,200 20,700 20,100 19,600 19,000 19,600 19,600 19,000 20,100 20,100 21,200 21,200 20,700 21,200 31,500 62,700 83,100 101,000 87,800 70,200 68,600 51,100 47,700 45,000 43,000 39,600 36,200 33,500 46,400 Apr. 47,000 44,300 40,200 38,200 36,800 36,200 34,800 69,300 66,800 71,600 82,400 79,000 64,700 63,800 47,700 44,300 41,600 65,200 74,200 74,200 61,300 62,600 46,400 42,300 39,600 36,800 34,800 34,800 34,100 34,100 182,000 228,000 258,000 269,000 245,000 152,000 72,900 66,200 48,400 43,000 39,600 36,200 33,500 31,500 29,600 28,300 27,100 25,900 24,700 23,500 22,900 22,900 22,400 22,400 21,200 20,700 21,200 21,200 20,100 May. 34,800 33,500 31,500 30,800 32,800 34,800 38,200 41,600 49,800 52,600 55,200 53,800 64,600 68,600 55,200 49,800 46,400 42,300 41,600 43,000 42,300 39,600 3G,-2Q0 33,600 32,100 32,100 41,600 45,000 44,300 39,600 34,800 19,000 19,000 19,000 19,600 22,400 26,900 26,900 24,100 22,400 20,700 19,000 17,400 10,300 15,800 15,300 14,800 14,300 13,800 13,800 12,800 12,400 12,400 14,300 17,900 20,100 21,200 17,900 17,400 15,800 15,300 14,300 June. 32,100 29,600 27,100 25,300 23,500 24,700 25,900 29,600 28,900 26,900 23,600 21,200 20,100 19,600 19,000 19,000 21,200 20,700 19,600 17,900 17,400 17,900 17,400 16,900 16,300 16,300 14,800 14,300 14,300 14.800 14,800 16,900 24,700 32,800 29,500 26,600 22,900 19,600 19,600 25,300 41,600 36,800 28,900 24,100 20,100 17,900 16,900 16,800 16,300 17,400 -20,700 19,600 19,600 18,600 17,400 16,300 14,800 14,800 15,800 16,900 July. 17,900 19,000 21,200 '23,400 25,300 28,309 28,300 28,900 31,500 32,800 28,900 24,700 21,200 19,000 17,900 17,900 20,700 20,100 18,500 16,900 15,300 15,300 14,300 13,800 13,800 10,300 21,200 63,400 04,700 44,300 30,200 18,500 17,900 J7,400 17,900 17,000 17,900 20,100 28,300 47,700 90,600 137,000 141,000 100,000 72,200 70,200 71,600 68,800 88,500 79,000 69,300 45,700 38,200 51,800 61,800 52,600 47,000 69,500 77,000 57,200 43,000 36,200 Aug. 24,700 22,900 21,200 19,600 19,000 16,900 17,900 18,600 18,500 16,900 16,900 16,300 17,900 16,300 16,800 15,300 17,400 24,100 27,700 32,800 30,200 35,500 30,200 27,100 25,909 26,500 23,500 20,700 19,600 20,700 19,000 31,500 29,600 27,100 25,900 25,300 27,700 28,300 23,500 21,200 19,000 18,500 19,000 17,900 17,900 17,400 16,900 16,900 16,300 15,300 14,800 13,800 13,800 12,800 12,800 16,300 14,800 16,300 17,900 22,400 20,100 16,800 Digitized by Microsoft® 286 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. Oct. Nov. Deo Jan. Feb. Mar. Apr. May. June. July. Aug. Sept 4 S 9... 10... II., 12,. 13. 14.. 15. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 3Q.. 31.. 1... 2.., U.. 12.. 13.. 14.. 15.. 16,. 17.. 18.. 19., 20.. 21. 22. S3.. 24.. 25.. 30.. 31.. 14,300 13,300 14,800 16,«00 15,300 14,800 12,400 10,600 9,750 9,350 8,580 8,580 8,580 8,580 9,750 10,600 10,200 10,200 10,600 10,200 10,200 9,350 8,580 8,680 8,580 8,580 8,580 8,580 8,210 8,210 7,160 7,160 e,830 6,51Q 6,200 6,2iD0 5,900 5,000 5,900 •5,900 6,200 6,510 7,850 9,'350 '8,580 8,580 8,580 8,680 8,580 10,200 11,900 11,000 9,750 9,350 10,200 7,860 7,860 7,160 7,100 8,580 8,680 8,960 9,760 9)760 10,200 13^^00 19,600 23,500 22,900 18,600 17,900 33,600 43,600 38,200 31,500 27,700 24,100 21,200 19,000 16,900 15,800 14,300 13,800 13,300 12,800 12,400 12,800 30,200 57,900 7,160 7,500 8,210 8,580 8,680 8,960 8,960 8,680 8,680 8,210 7,850 7|850 7,500 7,160 7,160 75 160 7,160 7,160 7,160 6,830 6,830 6,830 6,830 70,200 86,600 88,600 69,500 49,800 38,200 32, ir- 27, 7( 25,900 24,700 26,300 26,500 24,700 25,300 24,700 22,900 21,800 21,200 23,500 27,100 25,900 ^4,100 22,400 21,200 20,100 13^500 17,400 16,300 15,300 14,800 14,300 7,850 8,960 9,360 12,800 19,600 21,200 21,800 19,000 li.SOO 13,800 13,800 11,900 41,000 11,000 14,800 15,300 13,800 14,800 15,300 20,100 27,700 48,400 63,400 63,800 45,700 36,800 31,500 27,700 .24,700 22,400 21,200 13,800 14,300 14,300 14,800 14,800 15, 16,300 16,900 15,800 15,800 15,300 14,800 13,800 14,800 22,900 38,200 38,900 36,800 37,500 40,200 41,600 43,000 43,600 41,600 38,900 34,100 30,200 27,100 24,700 20,700 16,900 19,000 17,900 16,900 16,300 15,800 14,800 15,300 15,800 16,900 17,900 17,900 31,500 83,800 91,900 77,000 77,000 78,300 62,000 66,600 73,600 87,800 85,100 79,700 78,300 78,300 103,000 118,000 108,000 90,600 70,800 65,200I 16,900 41,600 62,700 66,400 57,900 50,400 53^800 66,800 89,900 99,000 83,800 67,400 61,300 62,000 65,400 68,800 60,600 52,600 45,700 41,600 41,600 50,400 83,800 165,000 209,000 231,000 224,000 164,000 79,000 59,300 62,600 65,200 36,200 30,800 28,300 26,900 24,700 24,700 24,100 23,500 22,400 21,800 21,200 21,200 21,200 20,700 20,100 19,500 18,500 18,500 17,900 17,900 19,000 19,600 20,100 21,200 19,000 19,000 78,300 125,000 166,000 159,000 139,000 146,000 187,000 231,000 252,000 252,000 246,000 239,000 224,000 196,000 496,000 214,000 220,000 204,000 164,000 117,000 91,000 77,000 67,400 60,600 55,900 52,500 53,200 77,000 .«6,000 103,000 171,000 201,000 196,000 167,000 130,000 103,000 89,900 79,700 71,500 64,000 60,000 60,600 63,400 60,600 67,200 63,800 49,100 45,000 41,609 39,600 37,500 36,200 34,800 35,500 36,200 33,500 34,100 36,880 44,300 59,300 69,300 61,800 46,400 43,000 38,900 36,200 34,800 36,200 47,000 119,000 146,000 132,000 106,000 74,900 65,900 46,400 40,900 37,600 34,100 32,100 32,100 28,300 27,100 25,900 24,700 23,500 24,100 18,500 17,900 16,900 16,900 18,500 19,000 19,600 19,000 17,900 16,900 16,300 15,800 15,800 15,800 17,900 28,900 28,300 39,000 31,500 35,500 32,800 30,800 29,600 25,900 24,100 23,600 24,700 24,700 26,900 32,100 83,800 112,000 115,000 96,000 71,600 64,700 77,000 72,900 64,000 67,200 50,400 52,600 58,600 57,900 ■65,200 55,200 56,600 62,500 49,800 48,400 48,400 44,300 41,600 38,900 40,200 39,900 38,900 37,500 42,300 41,600 40,200 37,500 33,400 30,800 28,300 26,500 24,700 24,700 22,900 23,600 23,600 24,700 25,900 24,700 23,500 22,400 21,800 21,200 20,700 20,700 20,100 20,100 20,100 19,600 19,000 19,000 20,700 28,300 32,100 27,700 23 500 20,700 24,100 23,500 23,600 22,900 22,900 23,900 22,400 24,700 24,100 22,900 32,100 33,400 27,700 23,600 21,200 20,100 20,100 2o,iqa 18,600 ra,.oao 25,'300 27,700 28,300 30,200 32,800 35,500 29,600 34,800 34,800 35,500 19,000 18,600 18,500 18,500 15,800 14,800 13,800 12,800 11,900 11,900 11,000 11,900 11,000 11,000 10,200 11,000 11,900 13,800 19,600 22,400 30,800 32,100 28,300 26,900 20,700 19,000 16,300 15,800 15,800 14,800 27,700 24,700 21,200 19,000 a), 100 22,400 21,290 22,400 24,100 22,400 23,600 26,500 25,300 22,900 .21,200 20,700 27,100 38,200 33,400 34,100 38,900 34,800 3.3,400 37,500 52,500 70,200 77,000 49,800 37,500 31,500 27,100 13,800 13,800 12,800 11,900 13,800 12,400 12,400 12,800 14,800 16,900 19,600 19,000 17,900 15,800 15,800 19,600 25,900 30,800 25,900 23,500 22,400 18,600 18,600 19,000 20,100 20,100 25,900 32,100 30,800 34,100 47,700' 12,400 12,800 11, 000 11,1X» 11,006 10,600 10,600 10,200 10,200 9,350 8,680 8,680 8,580 7,860 7,850 7,860 7,680 7,500 7,160 7,160 7,560 7,160 7,160 7,500 7,160 7,160 7,160 20,100 22,400 56,600 120,000 164,600 145,000 101,00(> 70,200 68,600 52,500 44,300 37,600 32,800 29,600 27,100 24,700 23,580 22,400 21,200 20,100 19,000 20,100 28,300 28,300 37,500 43,000 36,200 28,300 24,100 21,200 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 287 Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. 1890r 9 . 10. 11 . 12 13.. 14 15 16 17.. IS . 19 20 . 21.. 22.. 23., 24 25.. 26 27. . 28... 29 .. SO . . 31 1900. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 IS 19 20 21 22. .'.... 23 24 25 3d 27 28 29 30 31 Oct. 20,100 18, .500 17,900 21.800 54,500 109.000 106.000 61,400 ."^3,800 51,100 45,700 SS.SOO 34,800 32,800 30,800 27,700 28, .WO 29.600 S9,G00 47,000 57,200 63,800 45,700 43.000 43,000 45,700 40,900 36.200 32,100 29,000 27,100 8,580 8,210 7,850 7,850 7,500 7,160 7, 7,850 8,580 10,200 11,000 11,000 10,600 10,200 9,350 8,580 8,580 8,580 8,210 8,210 8.210 S,2Vi 7,850 7,850 7,850 7,160 7,160 7,160 7,500 • 7,850 7,850 Nov. 25,900 24,100 23,500 22,400 21,800 21,800 23,500 24,700 2.%3!)0 24,700 25,900 28,300 30,200 28,300 25,900 24,700 25,900 27,100 28,300 30,200 33,400 34,800 33,900 40,200 .^,900 35,500 32,100 29,600 27,100 23,300 8,210 8,210 7,850 3,210 9,750 9,'750 9,750 9,350 9,350 8,580 8,210 7,850 7,850 7,850 7,850 7,850 7,850 7,860 . 7,860 7,160 7,160 7,850 8,580 8,960 10,fi00 11,000 11,000 11,000 11,000 Dec. 28,900 28, .300 ■27,700 28,300 28,300 32,100 34,800 34,100 33,400 32,10P 28,900 27,100 25,900 24,100 22,400 21,200 20,700 20,100 21,200 29,600 33,400 34,800 33,400 30,800 29,600 30,800 34,100 32,800 •-29,600 27,100 25,300 10,600 10,600 10,600 10,600 11,000 10,600 10,200 9,750 9,350 9,350 10,200 29,600 37,500 44,300 43,000 36,200 29,600 23,500 21,200 23,500 24,700 24,700 23,500 32,100 36,200 36,800 33,400 32,100 28,900 25,900 21,2aV 27,100 28,300 30,200 33,400 34,800 43,000 122,000 119,000 112,000 111,000 87,800 65,400 56,600 49,100 45,700 43,600 4t,300 44,300 43,000 41,600 40,200 37,500 34,800 32,100 34,800 37,500 33,400 33,400 32,100 30,200 30,200 16,900 16,000 15,100 14,200 13,300 12,400 12,800 13,300 13,800 13,800 19,000 34,800 49,800 6.3,200 61,100 47,000 37,500 31,500 33,400 51,800 57,900 53,800 48,400 43,000 36,200 31,600 28,300 25,900 23,500 21,800 20.100 Feb. 32,800 32,100 32,100 66,800 151,000 201,000 227,000 246,000 254.000 244,000 200,000 126,000 77,000 58,600 51,800 45,700 48,400 59,300 70,800 79,700 72,200 66,100 62,700 60,600 58,600 66,600 83,800 119,000 17,900 16.900 14,800 14,300 16,300 19,600 22,400 21,800 30,800 51,100 57,900 55,200 88,500 141,000 157,000 140,000 110,000 75,600 56,600 46,400 42,300 46,400 51,800 52,500 52,600 57,20Q 51,100 Mar. 125,000 114,000 97,400 90,600 116,000 161,000 175,000 182,000 182,000 104,000 74,200 66,100 59,300 70,200 161,000 227,000 245,000 240,000 237,000 246,000 261,000 266,000 257,000 216,000 152,000 105,000 86,500 89,200 112,000 138,000 149,000 43,400 53,200 68,100 79,000 81,000 66,100 62,000 72,900 93,300 106,000 104,000 90,600 72,900 60,000 52,600 48,400 47,000 45,700 45,700 52,500 72,900 96,000 112,000 106,000 79,700 70,200 68,100 66,800 63,400 57,900 51,800 Apr. May. 149,000 127,000 95,300 82,400 83,800 94,000 101,000 116,000 115,000 101,000 90,600 81,700 72,900 68,800 62,000 57,900 5,1,800 51,100 48,400 45,700 44,300 41,600 47,000 69,300 57,900 67,400 64,000 66,600 61,100 47,000 47,000 43,000 40,200 43,000 48,400 52,500 47,000 41,600 38,200 36,500 33,200 45,000 44,300 41,600 38,200 36,800 53,800 66,100 60,600 57,900 73,600 75,600 71,500 66,800 60,600 51,800 47,000 44,300 41,600 38,900 45,700 42,300 39,600 36,800 36,200 42,300 61,800 67,900 62,000 66,800 70,200 64,700 59,300 57,200 59,300 56,600 53,200 47,000 40,900 ■37,500 34,100 32,100 30,800 30,200 28,300 27,100 25,900 24,700 24,100 23,500 23,500 36,200 32,100 30,800 29,600 28,300 27,100 25,900 24,700 24,700 24,700 24,100 24,100 23,500 22,400 21,200 21,200 20,100 19,600 19,000 19,000 17,900 17,900 16,900 16,900 17,900 17,900 19,.000 20,100 20,100 19,000 16.900 June. 23,500 23,500 24,700 27,100 25,900 23,600 22,400 21,200 20,100 19,000 21,300 24,100 29,600 33,400 37,600 35,500 37,600 36,200 29,600 T!6^500 23^500 21,200 19,600 17,900 17,900 16,900 17,900 20,100 19,600 18; 600 15,800 15,800 16,900 17,900 17,900 19,600 32,100 38,900 36,200 30,200 23,300 27,700 25,300 29,600 30,200 29,600 30,800 36,200 53,800 56,600 54,500 45,700 37,500 36,200 43,000 45,700 48,400 49,800 62,500 53,200 July. 19,000 18,500 16,900 15,800 14,800 14,800 14,800 16,900 16,300 14,800 14,800 13,800 13,300 12,800 12,800 11,900 11,400 11,000 11,400 11,900 11,900 13,800 15,300 19,600 19,000 16,900 16,900 20,100 23,600 23,600 29,600 49,800 41,600 36,800 33,400 30,800 28,300 25,300 23,600 23,600 24,100 21,200 19,000 18,500 18,500 18,509 17,900 17,400 16,900 16,300 16,300 14,300 14,300 15,800 16,900 17,400 18,500 25,900 48,400 49,800 43,600' Aug. 23,500 20,100 16,900 15,800 13,800 13,800 13,800 13,800 12,800 12,400 12,400 11,900 11,900 12,800 14,800 14,800 13,800 13,300 12,800 11,400 10,600 10,200 9,360 8, 8,680 8,580 8,580 8.580 9,7£0 11,000 11,000 36,200 30,800 26,600 23,500 20,100 17,900 16,300 14,800 13,800 13,300 12,400 11,900 11,400 11,400 12,400 12,800 13,300 13,300 13,300 12,800 11,400 11,000 10,600 11,000 11,400 14,300 17,400 15,300 14,300 13,300 12.80O' Sept. 12,800 13,800 15,800 16,900 14,800 ia,&oo 11,900 11,000 10,200 11,000 10,600 11,900 11.000 11,900 11,000 10,200 9,350 9,350 8,580 7,860 7,850 7,850 8,960 9,750 9,750 9,350 8,960 8,580 8,580 12,400 ll;90O 13,300 14,300 13,300 11,900 10,600 10,200 9,350 8,960 8,680 8,210 7,850 8,210 11,000 17,400 22,400 22,900 25,900 26,500 21,800 16,900 14,800 13,800 15,300 15,300 14,800 13,800 13,300 12,800 Digitized by Microsoft® 288 Water Powers. of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga. Tenn. — Continued. Day. Oct. Kov. Deo. Ian. Feb. Uar Apr. May. June. July. Aug. Sept. 11. 12. 13., 14., 15., 16.. 17.. . 18., ig.. M.. 21.. 22.. 23.. 24.. 25.. 26.. 27.. 28.. 29.. 30.. 31.. 6 7 II.. 12.. <3.. 14.. 15.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 26.. 26.. 27.. 28.. 29.. 30.. 11,900 11,000 10,600 9,750 9,350 8,960 8,960 10,200 11,000 12,400 12,400 14,300 16,900 14,300 11,400 11,000 10,200 9,750 9,350 8,960 9,350 12,800 22,000 41,600 45,000 34,800 27,700 20,700 19,000 23,500 25,300 25,900 25,300 24,700 27,100 25,300 22,900 21,800 20,700 19,000 19,000 19,600 22,400 24,100 22,900 22,000 22,400 20,700 18,500 17,400 17,400 17,400 16,900 16,900 16,300 15,800 15,300 14,800 14,300 14,300 16,300 14,800 14,300 16,300 18,500 20,700 23,600 23,500 20,700 17,900 16,900 15,300 14,300 13,300 12,800 12,400 11,000 11,900 11,400 11,400 12,400 12,800 13,300 15,800 17,900 47,000 88,500 100,000 100,000 83,800 14,800 14,800 14,300 14,300 14,300 14,300 13,800 13,800 13,800 13,800 13,800 13,800 14,300 14,300 14,300 14,300 13,800 13,800 13,300 13,300 12,800 12,400 12,800 14,300 14,300 14,300 14,800 14,300 14,300 13,800 63,200 38,200 32,100 28,900 32,100 40,900 50,400 56,600 61,800 41,600 38,600 30,800 27,700 25,300 24,100 23,500 22,400 20,100 19,000 18,500 18,500 22,400 23,600 26,600 29,600 30,800 29,600 25,900 24,100 23,500 25,300 13,300 12,800 13,300 14,300 14,300 14,300 16,900 17,900 17,900 19,600 19,600 22,400 22,900 26,500 116,000 176,000 190,000 176,000 129,000 71,600 60,400 38,900 32,800 33,400 40,900 47,700 63,400 103,000 167,000 , 212,000 I 248,000 29,000 32,800 33,400 32,100 28,900 26,500 24,700 22,900 21,800 21,200 35,500 88,700 175,000 185,000 166,000 127,000 80,400 60,000 49,100 43,000 37,500 34,100 30,800 32,100 33,400 33,400 30,800 29,600 29,600 29,600 31,500 267,000 271,000 250,000 176,000 96,000 68,100 60,000 54,500 48,400 46,400 43,600 40, WO 38,200 36,200 33,400 31,500 30,200 28,900 28,900 29,600 30,800 36,200 38,200 39,600 38,000 35,600 36 800 51,800 79,700 101,000 123,000 38,200 39,600 43,000 63,-200 62,700 62,000 67,900 54,500 61,800 46,400 45,700 41:600 42,300 43,000 41,600 37,600 33,400 30,200 28,900 28,300 27,700 26,500 25,300 24,700 23,600 22, 21, 20,700 131,000 142,000 162,000 141,000 116,000 92,600 73,600 62,000 63,800 49,100 45,000 40,900 37,600 34,800 34,800 35,600 34,800 33,400 32,100 31,600 29,600 32,800 40,200 47,700 49,100 61,800 52,600 84,400 20,700 20,700 20,700 20,700 21,200 22,400 22,900 22,900 22,400 41,600 60,600 70,200 60,000 49,800 43,600 37,600 33,400 '30,800 28,300 26,600 26,500 27,100 29,600 28,300 28,300 46,400 102,000 146,000 142,000 119,000 94,000 78,300 83,800 128,000 168,000 167,000 146,000 123,000 00,600 74,200 64,000 66,600 51,100 47,700 40,200 60,600 64,000 63,400 69,300 67,400 137,000 67,400 67,200 61,800 '46,700 41,600 39,600 37,600 36,200 34,100 32,100 32,100 30,800 32,100 31,600 31,600 30,800 29,600 47,700 30,200 48,400 174,000 162,000 160,000 149,000 123,000 110,000 96,300 06,300 92,600 87,800 167,000 211,000 237,000 252,100 238,000 200,000 167,000 135,000 116,000 110,000 90,600 81,700 76,300 70,200 65,400 62,000 77,000 92,600 95,300 89,000 77,600 66,100 68,600 54,500 50,400 47,000 45,000 43,000 81,700 174,000 205,0001 204,000 178,000 116,000 77,600 66,800 62,000 68,600 60,600 61,300 68,600 64,600 61,100 48,400 45,000 43,600 42,300 40,000 40,200 39,600 38,900 38,200 36,800 36,600 34,800 34,100 32,800 31,500 30,800 20,600 29,600 63,400 131,000 174,000 196,000 214,000 215,000 154,000 85,800 76,300 74,900 77,600 32,100 61,800 67,200 48,400 40,200 34,800 32,100 32,100 31,600 29,600 28,300 27,100 25,900 25,300 25,300 26,900 26,600 25,300 26,300 24,700 34,700 26,300 27,100 25,900 25,000 25,300 23,600 22,400 24,700 25,300 24,100 76,600 69,600 60,600 51,800 46,400 40,900 40,900 40,900 38,200 40,900 49,800 44,300 37,600 36,600 37,600 45,000 54,600 60,600 67,200 54,500 51,100 46,400 62,700 68,600 45,700 69,300 60,600 61,100 43,000 37,600 22,400 21,200 20,100 19,600 19,000 19,000 17,900 17,900 18,600 19,000 17,900 19,000 19,600 18,600 17,400 16,900 16,000 16,900 22,400 26,300 23,900 24,700 23,400 21,800 20,700 19,600 22,400 21,800 22,400 28,300 34,800 34,100 36,800 37,500 34,800 29,600 28,900 30,800 32,100 36,800 38,900 32,100 28,300 24,700 22,900 20,100 20,700 21,800 20,700 20,700 23,500 21,800 20,700 19,600 17,400 16,900 16,300 16,300 15,800 19,800 16,800 16,800 15,800 16,300 16,800 14,800 14,800 17,900 55,900 77,000 61,300 43,600 33,400 30,200 38,200 89,200 180,000 217,000 216,000 188,000 153,000 120,000 110,000 106,000 120,000 106,000 83,100 68,800 64,000 61,300 60,600 60,000 64,000 97,900 47,700 40:000 37,600 34,100 31,600 30,200 28,900 32,80Q 34,100 34,800 35,600 36,800 63,800 61,.10O 67,200 50,400 44,300 37,600 33,100 29,600 27,700 26,900 34,700 24,700 24,100 60,600 63,400 63,800 46,000 38,200 31,600 25,300 22,400 20,700 19,600 19,000 19,000 20,100 27,100 28,300 23,600 21,200 18,600 17,400 16,300 14,800 15,300 16,300 14,800 13,300 11,900 11,900 11,400 11,400 11,900 13,300 12,800 11,900 12,400 13,800 13,800 16,800 14,300 12,400 11,400 13,800 16,800 16,300 13,800 11,900 10,600 10,200 9,750 9,760 9,750 8,360 9,760 10,200 10,200 9,760 9,360 9,360 8,760 8,750 10,200 11,400 10.600 8,360 9,760 8,960 9,360 9,760 9,760 9,760 9,760 9,330 8,760 11,400 12,400 11,000 11,400 11,000 9,760 8,350 9,350 n,900 14,80a 14,800 16,800 18,600 20,100 20,100 20,100 19,600 Digitized by Microsoft® Tennessee River at Chattanooga, Tenii. 289 Daily discharge, in second-feet, of Tennessee River at Chattanooini. Tnin. — Continued. Buy., 7., 8.. 9.. 10.. 11.. 12.. 13.. 14.. 15.. 10.. 17.. 18.. 19.. 2U.. 21.. 21.. 23.. 24.. 25.. 27... 28... 29... 30... 31... 11.. 12.. 13.. H.. 15.. 16.... 17.... 18.,.. 19.... 21.. 22.. 23.. 26.. 27.. 28.. 29.. 30.. 31.. Oct. •Nov. 21,800 20,700 21,800 18,500 16,900 15,800 13,800 12,400 U,M 11,400 12,800 16,300 15,300 15,300 18,500 19,000 19,600 16,900 15,800 14,800 12,800 11,900 11,000 11,000 10,200 9,750 9,350 9,350 8,960 8,580 8,580 6,510 6,510 6,510 6,510 6,510 6,510 6,510 7,160 7,850 9,750 9,3.50 8,900 8,680 8,680 7,850 7,600 7,Mfl 7,850 7,850 7,500 7,600 7,500 7,600 7,160 7,160 6,830 6,830 6,510 6,510 6,510 6,830 8,960 8,960 9,350 9,750 9,750 9,750 9,350 11,000 12,800 12,400 11,400 11,000 11,000 10,200 9,750 9,350 9,350 9,350 10,600 11,400 12,400 11,400 11,400 11,900 12,400 19,000 35,500 36,800 33,400 30,800 7,160 7,600 8,210 8,580 11,000 11,000 9,750 9,350 8,960 8,960 ■8,900 8,960 8,960 8,960 8,5S0 8,580 '9,750 20,100 32,100 33,400 25,900 21,200 17,400 14,300 12,400 11,000 10,200 9,750 8,9fi0 8,580 Dec. 29,600 28,900 39,600 44,300 47,000 45,000 45,000 38,900 34,800 30,200 26,500 23,500 21,800 20,100 19,000 19,600 27,100 44,300 47,000 43,000 41,600 63,200 69,300 53,200 4?j000 38,200 32,800 28,900 25,300 24,100 25,900 8,210 8,210 8,210 7,850 7,850 7,500 7,850 7,500 7,8.'i0 7,600 7,500 7,500 7,850 7,500 7,500 7,850 8,580 8,210 7,850 9,350 16,900 26,500 24,700 20,700 20,700 19,000 17,400 20,700 21,200 21,200 20, 7001 Jan. 26,500 25,300 30,200 35,600 40,900 40,200 49,800 45,700 39,600 34,°800 31,500 36,200 42,300 43,000 38,200 34,800 33,400 30,800 28,900 27,100 26,300 24,700 23,600 22,400 22,400 23,500 24,100 24,700 25,300 26,500 27,100 17,400 14,800 13,300 12,800 11,000 11,900 10,600 10,200 9,750 10,200 10,600 10,000 11,400 12,400 13,300 14,300 14,800 16,300 21,800 21,200 20,100 20,10(1 34,800 60,100 66,600 45,000 42,300 33,400 27,100 23,500 21,200 Feb. 27,100 27,700 28,900 45,700 98,700 127,000 113,000 116,000 111,000 98,000 91,900 103,000 105,000 94,600 86,500 77,600 119,000 170,000 193,000 191,000 160,000 98,700 70,800 61,300 53,800 48,400 45,000 80,400 19,000 17,400 15,800 15,300 14,300 13,800 13,300 20,100 27,100 34,100 30,800 31,600 27,700 24,700 21,800 20,100 19,000 18,600 17,400 17,900 20,700 29,000 36,800 47,700 49,100 47,700 42,300 43,600 55,200 Mar. Apr. May. June. July. Aug. Sept 174,000 205,000 193,000 154,000 106,000 83,100 77^600 93,300 136,000 159,000 167,000 137,000 118,000 104,000 95,300 86,600 74,900 143,000 138,000 66,800122,000 103,000 90,600 60,600 65,200 65,200 55,200 62,000 108,000 169,000 190,000 180,000 131,000 87,800 83,100 103,000 49,100 44,300 41,600 38,900 35,500 36,200 35,500 48,400 08,800 70,800 69,600 62,700 65,200 61,800 55,900 64,500 49,100 42,300 38,900 35,500 33,400 4-1,300 81,700 118,000 142,000 136,000 124,000 109,000 89,200 74,200 64,000 112,000 107,000 94,600 82,400 77,600 78,300 71,900 90,400 161,000 200,000 210,000 181,000 128,000 113,000 133,000 83,800 82,400 82,400 74,200 67,400 62,700 59,300 56,600 56,600 59,300 55,200 49,100 43,000 38,900 34,800 32,100 30,800 30,800 3.i,400 34,100 34,800 32,100 30,200 27,700 26,500 24,700 24,100 24,100 24,100 23,500 22,900 22,400 22,400 22,400 22,400 21,200 20,700 22,900 25,900 26,500 38,200 49,800 72,900 72,200 62,700 67,200 60,600 70,200 65,400 55,200 53,200 47,000 48,400 42,300 36,800 32,100 28,900 26,500 24,700 24,100 24,100 24,100 24,100 24,100 23,600 22,900 22,900 25,300 26,500 25,300 24,100 22,900 24,100 24,700 27,700 27,700 25,300 21,200 20,700 20,700 19,000 17,900 15,800 14,800 14,300 14,300 13,800 12,800 12,400 11,900 11,900 12,40(1 14,800 15,300 13,300 13,300 12,800 12,800 15,300 19,000 22,900 21,200 20,700 20,100 20,100 21,200 21,800 21,200 22,400 22,400 21,800 21,200 22,900 32,800 31,600 30,800 32,100 28,900 26,600 22,900 21,200 22,400 20,100 17; 900 16,300 15,300 14,800 13,800 13,300 13,300 12,800 20,100 20,700 24,100 22,400 21,800 19,000 17,400 16,300 15,300 10. 300 16,300 17,400 17,400 20,100 19,000 10,900 14,800 13,800 12,800 12,400 11,000 10,600 11,400 12,800 12,400 11,900 12,800 13,800 12,400 14,800 15,800 14,800 16,300 21,200 21,200 23,500 27,700 23,500 20,100 16,900 14,800 15,300 18,500 16,306 17,900 21,200 22,900 21,200 19,000 21,200 18,500 16,900 16,300 14,300 12,800 11,900 11,000 10,600 10,200 10,200 11,000 12,800 12,60(1 14,800 13,800 14,800 16,300 20,700 20,7'>J IS, .500 18,500 !8,.5O0 IS, 500 22,900 20,700 18,500 18,500 22,900 21,800 17,400 15,300 13,800 13,800 12,800 12,800 16,300 16,900 15,800 11,800 14,800 14,30(1 16,30Ol 13,300 10 WP Digitized by Microsoft® 290 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. Oct. Nov. Apr. May. J\ily. Sept. 1.. 2.. 3.. 4.. 6.. 6.. 7.. 8.. ».. 10.. 11.. 12.. 13.. II.. IS.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. 26.. 27.. 28.. 29.. 30.. 31.. 11.. 12.. 13.. n.. 15.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. 26.. 27.. 28.. 6,830 6,830 6,510 6,200 6,900 6,200 6,000 6,610 6,330 6,610 6)610 6,610 6,610 6,330 6,330 5,330 6,330 6,330 6,330 6,330 6,060 6,060 6," 6,060 .6,060 6,060 6,060 6,060 6,060 6,060 6,060 30.. 31.. 9,350 9,350 10,200 10,600 10,600 10,200 0,760 9,750 10,200 14,800 17,900 20,700 10,900 16,900 14,800 13,300 12,400 11,400 11,000 11,000 11,400 11,900 11,400 12,400 16,300 18,500 18,500 16,000 10,300 6,060 6,060 6, .130 6,900 6,200 6,200 6,510 6,510 6,510 7,500 7,600 7,600 7,160 6,610 6,610 6,830 7,160 7,500 7,850 8,210 7,850 7,850 7,500 7,850 7,850 7,850 8,210 7,850 7,850 7,850 14,800 1.1,800 12,800 11,900 11,400 11,000 10,600 10,200 10,200 10,200 10,200 9,750 9,750 9,350 9,350 8,960 8,960 8,900 8,580 8,060 9,350 10,200 10,200 9,750 •9,750 9,750 9,750 9,750 9,750 8,210 9,350 10,600 12,800 12,400 19,600 24,700 33,400 32,800 30,800 23,600 19,600 16,900 15, .100 14,300 ie,800 13,300 12,400 11,000 11,000 10,600 10,200 9,760 9,350 9,350 11,900 16,900 43,600 63,400 69,300 45,700 9,750 10,200 13,800 33,900 05,400 60,000 63,800 42,300 38,900 68,600 60,000 67,900 49,100 40,200 35,500 39,600 38,900 34,800 32,800 30,800 36,800 4.5,000 49,100 67,900 68,800 64,700 55,200 47,000 41,600 37,500 34,800 39,000 30,800 30,800 22,400 23,500 25,300 24,100 25,900 27,100 29,600 28,300 28,900 59,300 111,000 106,000 96,700 70,860 49,100 38,900 33,400 30,200 28,300 26,600 24,700 22,400 20,700 19,000 16,300 13,800 13,800 16,300 31,500 28,000 28,300 60,400 75,600 81,700 76,300 68,100 65,900 49,100 46,700 41,600 39,600 40,900 40,900 44,300 48,400 64,600 63,200 48,400 45,000 43,600 53,200 78,300 112,000 140,000 123,000 85,100 68,600 63,400 62,700 15,800 17,900 17,000 17,400 16,000 21,200 28,900 37,500 76,300 133,000 146,000 131,000 103,000 88,500 84,400 77,000 70,200 67,900 60,400 47,700 95,300 140,000 137,000 126,000 100,000 83,100 70,200 60,000 69,300 65,900 63,800 50,400 46,400 41,600 38,200 .35,500 33,400 32,100 30,200 28,300 27,100 26,500 26,500 25,900 25,900 25,300 25,300 24,700 24,700 27,700 31,500 34,800 33,400 31,500 30,200 29,000 52,500 47,700 43, OCX) 40,200 37,500 35,500 34,130 32,100 34,100 66,100 104,000 112,000 98,700 &5,100 66,100 63,800 46,400 40,900 37,500 34,800 38,200 41,000 45,000 41,600 37,600 35,500 32,800 30,800 29,600 28,900 27,700 3t),200 29,600 31,.'i00 49,800 67,900 62,500 46,400 43,000 39,600 36,800 34,100 32,800 30,800 28,900 32,800 43,600 61,300 06,100 .64,730 66,800 66,100 .60,000 64,600 49,100 44,300 40,900 39,000 40,900 45,700 59,300 87,200 27,100 27,100 2i).300 24,700 24,100 24,700 25,300 28,300 27,700 36,200 39,600 41,600 43,600 47,000 44,300 39,600 34,800 31,500 28,900 26,500 26,500 26,500 26,500 25,300 24,700 30,200 36,200 37,500 45,700 94,600 78,300 66,100 66,600 50,400 45,000 42,300 40,900 40,900 44,300 62,600 57,200 63,200 49,100 61,100 6.1,200 67,900 62,700 63,400 64,600 46,400 41,600 38,200 34,800 32,800 30,800 29,600 30,200 32,100 30,200 52, .WO 48,400 40,900 36,200 32,800 30,200 28,900 31,500 38,200 47,700 48,400 43,000 36,800 33,400 33,400 43,000 68,100 87,200 85,800 74,200 69,300 47,000 44,300 58,600 63,400 63,800 45,700 40,200 35,500 33,400 34,100 34,100 30,800 27,100 24,100 22,900 21,200 20,700 19,600 19,000 19,000 17,400 16,900 16,300 16,000 17,400 17,900 18,500 18,500 17,400 24,100 27,700 28,300 31,800 34,100 32,800 28,900 25,300 24,700 34,800 32,100 27,700 27,100 27,100 27,700 28,900 31,600 34,800 43,000 49,800 64,600 60,400 41,600 35,500 31,600 28,900 27,100 25,300 23,500 22,400 21,200 20,700 20,100 19,600 19,600 19,000 18,500 18,600 20,700 21,800 22,900 25,900 22,900 21,200 22,900 24,100 24,100 24,100 22,900 21,800 21,800 21,200 20,100 17,900 17,900 24,700 30,800 47,000 56,600 62,600 46,400 40,200 34,800 31,500 28,900 27,700 34,800 38,000 39,600 36,200 31,500 28,300 52,500 36,800 29,600 21,700 23,500 22,900 21,800 22,400 25,300 25,900 25,300 29,600 38,900 65,400 80,400 70,600 56,600 43,600 36,200 31,500 23,900 30,800 28,900 26,500 27,100 28,300 30,800 27,100 23,500 21,200 21,200 25,900 23,500 21,800 20:700 19,600 19,600 20,700 20,700 24,700 30,800 31,600 29,600 29,300 26,500 39,600 63,200 47,700 67,200 90,600 96,000 67,400 64,000 75,600 87,200 77,600 60,000 49,100 45,000 43,000 38,900 41,600 21,260 21,200 24,100 21,800 16,600 16,900 10,900 15,800 17,900 19,600 28,000 3ti,200 43,000 51,100 51,600 53,800 45,700 41,630 37,500 35,500 33,400 28,900 25,'00O 23,500 33,400 41,600 34,800 30,600 28,300 25,300 22,400 19,000 18,500 19,660 18,500 19,600 19,600 18.500 18,500 17,900 16,000 15,300 14,360 15,800 15,300 14,300 13,800 13,860 1.1,300 12,800 11,900 11,900 11,400 11,000 10,600 10,600 10,200 10,260 9,750 9,3.10 9,350 46,460 65,200 68,600 49,800 45,700 47,700 43,600 40,900 36,200 33,400 31,600 29,600 27,700 26,500 28,900 36,800 43,600 43,060 45,700 46,400 46,400 43,600 40,900 38,200 38,200 42,300 43,000 30,600 38,200 46,400 00,000' 82,400 73,600 64,000 64,500 46,400 47,700 65,900 64,700 64,700 67,200 66,600 63,800 48,400 41,660 36,200 32,800 29,600 27,700 27,160 35,500 49,160 69,660 64,060 66,600 51,800 46,400 41,600 38,900 34,100 35,500 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 291 Daily discharge, in second-feet, of Tennessee Rircr at Chattanooga, Tenn-. —Continued. Day. 9.,., 10... 11.. 12.. 13.. H.. 15,: 16.. 17.. KS., 19.. 20.. 21.. 22.. 2.1.. 21., 25.. 26... 27... 28... 29... 30... 31... 190S. 11.. 12.. 13.. H.. 15.. 16.. 17.. IS.. 19.. 20.. Obt. 88,500 12.5,000 12.5,000 116,000 87,800 86,500 98,000 98,700 85,100 71,500 61,300 52,500 45,700 41,600 37,600 34,800 32,800 32,100 41,600 42,300 40,900 41,600 54,500 51,100 41,300 .38,900 ,31,800 32, 100 29,000 27,700 20,500 32,100 27,100 2.5,<100 21,200 .19,000 19,000 20,100 21,800 21,200 20,100 18,500 17,400 16,300 16,300 15,300 14,300 12,800 12,800 12,400 •12,400 11,900 11,900 11,900 11,900 11,900 11,900 11,900 )1,900 11,900 )2,400 13.8001, 25,300 24,700 24,100 23,500 21,800 21,800 21,800 21,200 20,700 20,100 19,600 19,600 19,600 20,700 22,400 22,900 24,700 24,700 49,800 144,000 202,000 220,000 20.5,000 144,000 82,400 60,000 52,500 46,400 43,000 40,200 12,400 11,900 12,800 14,300 20,100 20,700 20,700 20,700 17,900 16,300 25,000 36,800 61,100 65,400 49,100 34,800 28,900 25,300 25,900 27,100 30,200 34,800 39,600 57,900 77,000 86,500 84,400 76,300 57,200 46,400 30,800 36,200 32,800 32,100 31,500 30,200 30,200 30,800 31,500 30,200 29,600 32,100 32,100 31,500 30,800 30,206 28,900 33,4()0 51,800 56,600 64,500 57,200 51,100 40,400 43,600 ■38,900 35,500 33,400 34,100 62,700 105,000 41,600 32,800 30,200 27,100 25,300 23,500 22,400 21,200 19,600 19,000 Jo, 700 24,100 28,300 32,100 30,200 .3.8,900 38,900 39,000 37,500 34,100 32,100 29,600 28,900 33,400 38,200 42,300 47,000 46,400 .,91,600 43,600 93,300' Jan. 133,000 127,000 98,700 79,000 66,800 69,300 53,200 47,700 44,300 40,900 38,900 37,500 30,800 34,800 33,400 32,100 30,800 30,200 28,900 28,900 32,100 38,900 48,400 43,000 3.8,900 35,500 33, 400 31,500 30,200 29,600 28,900 120,000 116,000 100,000 75,600 06,800 85,800 99,400 87,200 77,000 65,400 68,600 60,600 76,300 116,000 132,000 118,000 00,600 77,000 71,500 63,400 56,600 61,800 40,400 44,300 39,000 35,500 33,400 32,100 32,100 36,200 36,500 Feb. 2.8,300 57,200 70,^00 62,700 55,900 68,600 61,300 69,300 63,200 47,000 42,300 38, 900 36,200 34,100 32,100 30,800 30,200 28,300 27,700 27,100 26,500 25,900 2.5,300 24,700 27,100 40,200 66,600 62,700 40,200 60,400 63,400 67,200 62,500 60,400 61,300 48,400 45,000 49,100 57,900 67,900 65,200 69,500 101,000 142,000 163,000 155,000 130,000 98,000 75,600 63,400 66,600 51,100 47,000 44,300 45,000 46,400 46,700 Mar. 64,700 77,600 111,000 110,000 109,000 92,600 70,200 59,300 58,600 58,600 62,000 75,000 77,600 74,900 76,300 79,700 77,000 72,200 66,100 57,200 61,100 46,400 45, 700 38,900 35,500 34,100 32,800 31,600 30,800 29,600 28,300 44,300 43,600 45,000 61,100 60,000 64,000 68,600 61,100 69,300 60,600 51,100 46,400 61,100 06,800 77,000 81,000 67,900 61,800 47,700 45,700 49,100 00,600 72,200 84,400 102,000 108,000 97,400 81,700 67,400 67,200 £1,100 Ape. 32,100 36,800 41,600 37,500 35,500 34,100 62,600 70,200 60,600 61,300 62,000 57,900 55, 200 49,100 42,300 39,600 38,21X) 38, 200 .18, 200 40,900 47,700 45,700 44,100 49,100 51,800 sr.son 61,800 62, .'.00 61,200 4.5,700 47,000 43,000 41,600 45,700 85,100 01,200 68,-800 55, 200 48,400 44,300 40,900 38,200 35,500 33,400 33,400 34,800 36,800 39,600 47,000 49,800 46,400 43,600 41,600 40,900 48,400 00,600 74,900 88,500 87,800 73,000 May. 41,600 38,900 36,200 31, .800 34,100 39,600 47,700 69,300 74,200 77,600 79,000 77,000 62,000 51,500 .49,800 49,100 45,000 40,900 37,500 32,800 31,500 38, .100 26,500 2.5,900 25,300 21,700 24,700 25,100 25, .100 24,700 24,700 04,000 60,600 59,300 56, 600 68,000 69,300 62,000 64,700 70,200 72,900 77,000 75,600 41,600 36,800 34,100 32,100 29,600 27,700 27,100 29,600 32,100 35,500 35,500 34,800 33,400 32,800 31,500 31,500 30,200 30,200 29,600 Jime. 25,300 30,800 .11,100 35,500 47,700 53,200 51,100 40,400 49,'10O 60,600 82,400 .8.5, .800 71,500 61,300 70,200 64,000 98,000 96,000 01,700 50,400 45,000 42,300 30, 600 35, .500 35,500 40,900 41,000 41,600 40,20(1 42,300 30,800 31,. 500 31,500 30,200 32, .800 35, ,500 35,500 36.200 .16, 200 34,800 33,400 32,800 32,100 31,500 30,200 30,200 31,500 ,13,400 35, ,500 35,500 34,100 32,800 32,100 19,000 19,000 18,500 24,700 24,700 22,400 20,700 July. 36,800 3^,400 32,100 28,300 25,900 25,300 24,100 21,800 21,200 20,700 20,100 19,600 23, .500 32,100 44, 300 43,600 36,800 36, 200 36,200 27,700 2.5,900 2.5,100 21,500 21,200 21,200 20,700 20, 100 20,100 1,8, ,500 19,000 24,100 17,400 16,300 15,800 16, 9(H) 25,300 32,100 38,900 40,900 37,500 43,000 43,600 40,200 32,100 25,900 23,500 24,100 26,300 24,100 22,400 20,700 20,700 21,200 19,600 17,400 16,900 16,''90O 16,300 16,300 15,-800 16,-300 17,400 Aag. 33,400 33,400 25,300 22,900 20,100 19,600 19,— 16, 10,900 16,300 16,900 19,600 22,900 21,200 19,000 18,500 10,600 20,100 20,11)0 19,600 19,000 22,100 2,1, .500 22,900 22, 900 21,200 21,800 21 , .800 20, 100 17,900 16,900 18,500 19,000 10,000 17,400 15,800 17,060 22,000 23,. 500 26, 500 20,600 31,500 2.8,300 25,100 22, 400 20,100 18, .500 16,900 16, ,100 16,300 10,300 19,000 22,900 24,700 43,600 46,400 32,100 32,100 32,800 42,300 40,200 27,700 Sept. 16,900 15,800 14,800 14,800 13,300 13,300 13,800 13,800 13,800 14,300 16,300 22,900 25,9CO 25,900 24, 100 20,100 17,400 15, ,100 14,800 12,400 12,400 12,400 20,700 51,100 63,400 66,100 57,200 40,200 33, 400 33,400 21,200 18,500 17,900 16,900 14,800 16,900 20,700 23,500 25,. 'OO ■27,700 21;500 21,200 18,500 15,800 14,300 13,300 11,900 11,900 11,900, 11,400 11,900 11,900 11,900 11,400 11,000 10,600, 10,200 10,200 10,200 9,750 Digitized by Microsoft® 292 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Term. — Continued. Day 1909. 1.. 2.. 3.. *.. 5.. U. 13.. 13.. 14.. IS.. 16.. 17. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 29.. 26.. 27.. 28.. 29.. 30.. 31.. 7. 8. 9. 10. u.. 12.. 13.. 14.. 15.. 16.. 17.. 18.. 19.. 20.. 21.. 22.. 23.. 24.. 25.. 27.. 28.. 29.. 30., 31.. 9,750 9,350 9,350 9,350 9,350 0.350 8,960 8,960 0,350 9,750 10,600 12,400 13,800 13,800 14,800 13,800 12,800 11,900 11,400 11/400 11,000 10,600 9,750 0,350 9,350 12,800 20,700 28,300 21,200 17,900 19,600 16,000 15,000 14,000 13,100 12,100 12,100 11,700 n,200 11,200 11,200 11,700 12,600 14,000 16,000 21,400 33,000 30,800 25,400 23,100 19,700 17,000 16,500 15,000 14,600 13,600 13,100 13,100 13,100 12,600 12,600 12,100 Nov 36,800 35,500 28,300 25,300 23,500 19,000 16,900 15,800 15,300 14,800 14,300 13,800 14,800 19,000 19,600 19,000 17,900 16,900 16,300 16,300 15,800 15,800 15,300 15,300 14,800 14,300 14,300 13,800 13,800 13,300 11,700 11,700 11,700 11,200 11,200 il,a» 11,200 11,200 10,800 10,800 10,300 10,300 10,300 10,300 10,300 9,900 9,900 9,900 9,900 0,900 9,900 9,900 9,900 9,900 10,800 11,200 11,700 11,200 10,800 10,300 l3,30O 13,800 17,900 27,100 23,900 27,700 35,500 84,000 89,200 83,100 70,800 55,200 45,000 46,700 47,700 45,700 40,200 34,800 30,800 26,300 26,600 25,900 44,300 66,800 76,300 74,200 62,000 47,700 42,300 43,000 45,700 10,300 10,300 9,900 9,900 9,900 9,900 10,800 18,600 24,300 24,800 22,500 21,400 19,700 23,100 29,600 32,700 30,200 27,200 22,600 20,300 10,200 18,100 16,500 15,000 16,000 18,100 18,100 17,,6flO 16,500 15,000< Jan. 43,000 47,700 45,700 43,000 43,000 51,800 61,300 61,300 59,300 51,800 47,000 42,300 40,200 38,900 40,200 58,600 78,300 90,600 103,000 106,000 81,700 62,000 60,400 45,000 40,900 37,500 34,800 32,800 32,100 32,800 33,400 13,100 12,600 12,100 15,500 16,000 19,200 33,300 70,300 70,300 58,300 62,900 41,700 33,300 29,000 26,000 24,300 23,700 13,100 22,500 27,800 38,400 47,000 66,900 65,600 64,900 47,600 39,700 35,200 32,100 29,600 29,000 Feb 35,600 34,100 32,800 32,100 30,800 32,100 39,600 49,100 48,400 59,300 86,800 116,000 110,000 105,000 85,800 127,000 129,000 107,000 02,600 79,700 75,600 111,000 131,000 141,000 139,000 123,000 105,000 27,200 26,600 25,400 24,300 24,800 26,000 27,800 27,800 27,200 25,400 24,800 24,300 23,700 23,700 23,700 23,100 23,100 41,700 77,100 85,900 79,100 71,000 62,300 68,900 54,200 47,600 41,000 38,400 84,400 69,500 60,000 53,800 49,100 46,400 50,400 66,100 72,200 103,000 132,000 149,000 140,000 152,000 161,000 139,000 108,000 91,400 77,100 69,600 69,000 74,400 73,000 67,000 62,300 71,700 88,600 91,400 96,800 111,000 115,000 45,000 65,000 83,900 81,200 71,000 58,900 50,300 43,700 39,000 36,500 33,900 33,900 33,900 32,700 32,100 31,400 29,600 27,800 26,600 25,400 '24,300 23,700 23,700 22,-000 22,000 22,000 21,400 20,300 20,300 19,700 19,200 Apr. 104,000 81,200 66,300 56,200 50,300 47,000 45,000 45,600 51,600 63,600 48,900 44,300 43,700 47,000 48,300 48,300 47,000 44,300 39,700 34,600 33,300 34,600 38,400 47,600 54,900 60,900 47,000 45,600 46,300 47,000 18,600 18,100 17,600 17,000 17,000 16,500 16,500 16,500 15,500 15,000 15,000 15,000 14,600 14,500 14,500 16,000 20,300 34,600 46,300 43,000 38,400 34,600 31,400 28,400 26,600 26,600 26,600 27,800 33,300 36,500 Uay. 88; 000 137,000 160,000 155,000 127,000 90,000 71,700 64,300 50,900 47,000 47,600 52,200 63,600 68,300 48,900 43,000 39,700 37,100 35,200 33,900 41,000 63,600 127,000 137,000 67,600 54,000 47,600 43,700 42,300 40,400 34,600 30,800 28,400 26,600 24,800 23,700 22,500 22,500 39,000 48,900 60,900 60,900 49,600 42,300 37,800 33,900 33,900 34,600 39,700 43,700 48,300 64,200 65,600 53,600 67,000 82,600 77,800 71,700 «4,300 64,200 45,000 June. 39,000 38,400 40,400 102,000 149,000 163,000 151,000 108,000 80,500 90,700 80,900 75,700 70,300 63,000 67,000 71,000 71,000 65,000 58,300 57,600 52,900 94,200 90,300 46,300 49,600 94,900 51,600 56,200 52,900 48,300 43,000 38,400 39,200 34,600 32,700 32,700 49,600 64,900 46,300 42,300 41,700 40,400 39,000 41,000 43,000 42,300 45,600 45,000 45,000 41,000 39,700 37,800 36,500 33,300 32,700 32,700 32,100 30,800 32,100 S2,700 July. 45,600 47, 49, 47,600 43,700 39,000 39,200 38,400 71,000 117,000 109,000 76,400 97,600 6-?, 600 75,000 81,200 72,300 61,600 48,300 40,400 37,800 35,800 33,900 32,100 37,800 33,900 31,400 29,600 29,000 29,400 26,000 33,300 39,200 39,800 39,700 39,700 38,400 43,700 54,900 70,300 67,000 63,600 62,300 52,200 47,000 47,600 49,600 92,200 50,300 48,300 43,000 39,000 36,500 33,900 31, 4f- 28,400 27,200 26,000 26,000 28,400 31,400 Aug. 33,900 43,700 48,900 52,200 63,600 61,600 43,700 38,400 34,600 30,200 28,400 27,200 26,000 23,700 26,000 26,600 26,000 63,000 81,200 52,900 39,700 32,100 27,200 26,000 22,500 20,300 19,200 18,600 17,600 17,000 17,000 41,700 47,000 38,400 32,700 30,800 34,600 35,800 34,600 36,900 30,800 31,400 29,600 29,400 23,100 20,800 20,300 19,200 18,600 17,600 17,600 17,000 19,700 19,700 18,100 17,600 17,000 16,500 16,000 15,500 16,900 16,500 Sept. 16,90P 16,900 16,900 16,500 14,600 14,5(n 14,000 14,000 14,000 15; 500 17,600 17,000 17,600 17,000 16,500 16,600 15,000 14,500 19,500 16,000 16,500 16,000 20,300 21,400 26,000 30,200 27,200 21,400 20,306 18,600 15,500 19,700 93,600 90,900 41,700 38,400 34,600 34,600 32,100 29,000 28,400 26,600 28,600 25,400 22,500 20,300 18,600 17,600 16,600 15,500 14,900 14,000 14,000 13,600 13,100 12,600 12,600 13,100 13,100 13,608 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 293 Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. Oct. Nov. Doc. Jan. Feb. Mar. Apr. May. June. July. Aug. 1911. 13,600 14,000 15,000 15,000 14,000 13,100 12,000 12,600 12,600 13,100 15,500 16,500 16,500 15,500 13,600 12,600 11,700 11,200 11,200 10,800 10,300 0,900 0,900 9,490 9,490 9,490 9,490 9,490 9,490 9,490 0,100 12,100 11,200 11,200 11,200 11,200 11,200 11,200 11, 14,000 14,000 8,730 8,730 8,730 8,730 8,730 8,730 8,730 8,730 8,730 8,730 8,730 8,380 8,330 8,380 8,380 8,050 8,050 8,050 8,050 8,050 8,060 8,050 8,050 8,060 8,050 8,050 8,050 8,380 9,100 9,100 15,000 14,500 13,000 13,100 13,100 12,000 13,100 15,500 18,100 20,800 14,000 24,300 14,500 19,700 20,800 20,300 20, .300 21,400 30,800 33,300 39,700 41,000 44,300 35,800 27,200 23,700 20,800 20,300 19,200 17,000 16,000 15,500. 9,900 10,300 10,300 10,300 11,700 26,000 48,900 63,600 60,900 46,300 35,200 27,200 22,500 19,700 17,600 16,000 15,000 14,000 13,000 13,100 13,100 13,100 13,100 13,100 13,100 14,000 16,500 17,000 18,100 18,100 19,700 25,400 64,300 131,000 166,000 161,000 147,000 118,000 79,100 66,200 47,000 41,000 36,500 33,300 30,800 28,400 27,200 25,400 24,800 24,300 24,300 24,300 24,300 23,100 23,100 22,500 27,800 33,300 32,100 29,600 29,600 32,700 20,000 27,200 31,400 33,300 30,800 28,400 27,200 27,200 27,800 27,800 27,200 27,200 26,000 24,300 23,700 23,100 23,100 23,100 23,100 22,500 21,400 20,X00 19,700 18,000 17,000 10,500 10,000 15,500 15,000 14,500 14,500 14,600 15,500 18,600 29,000 37,800 3i;, 500 29,000 20,000 20,000 20,000 35,800 40,300 58,300 00,900 90,000 117,000 118,000 90,700 80,500 76,100 79,800 71,100 62,400 54,400 46,900 40,700 35,800 35,200 35,800 38,900 37,000 37,000 35,200 32,100 32,100 26,000 24,800 22,500 23,700 20,000 30,800 30,800 32,700 32,700 29,000 27,800 26,600 27,800 50,700 79.800 36,500 42,300 67,600 49,600 «,000 60,900 64,900 66,200 96,100 139,000 163,000 154,000 131,000 93,400 69,000 67,600 60,300 44,300 40,400 37,800 37,800 37,800 37,100 35,800 35,200 33,300 32, 101) 30,^00 29,600 28,400 28,400 28,400 27,200 26,000 25,400 26,400 69,000 115,000 127,000 103,000 68,300 63,600 45,600 41,000 35,200 30,800 28,400 26,000 26,000 26,000 20,600 26,600 20,600 26,600 2tJ,0OO 37,800 42,300 42,300 42,300 84,800 84,100 74,200 00,000 44,500 41,400 37,600 31,400 30,200 28,400 28,400 26,000 26,000 20,000 26,000 30,200 35,200 35,800 34,500 33,900 35,800 63,700 88,500 92,800 89,700 81,700 86,000 105,000 98,400 85,400 72,400 60,000 52,600 48,800 48,200 48,200 53,100 59,300 63,700 71,100 73,000 74,800 70;500 81,700 120,000 144,000 144,000 131,000 105,000 77,900 64,900 54,400 52,500 75,600 92,200 81,000 75,500 121,000 173,000 190,000 39,700 a.'), 200 32,700 50,800 90,700 163,000 187,000 194,000 195,000 177,000 135,000 107,000 98,800 86,200 77,100 85,900 91,400 92,000 86,600 97,500 99,500 88,600 74,400 04,300 66,200 50,900 ■10,300 43,000 40,400 38,400 180,000 158,000 150,000 178,000 183,000 177,000 137,000 88,500 73,000 04,900 60,000 55,000 51,300 48,200 45,100 44,500 48,200 54,400 67,500 68,100 61,900 48,800 68,000 92,200 86,600 71,100 61,200 87,900 122,000 137,000 38,400 68,900 71,000 70,300 68,000 48,900 42,300 39,000 36,500 33,300 32,100 30,800 29,600 27,800 26,000 24,800 23,700 23,700 23,700 23,700 23,100 23,100 23,700 26,600 26,000 24,800 22,600 21,400 20,300 19,200 18,600 154,000 157,000 134,000 99,000 70,100 67,400 63,700 08,000 70,500 64,300 58,700 55,000 50,700 47,600 44,500 42,000 42,000 41,400 41,400 43,800 43,800 39,500 35,800 33,300 31,400 30,200 29,600 28,400 30,800 44,300 66, OW 18,100 17,600 17,000 17,000 16,500 16,500 16,500 16,000 16,O00 16,000 17,000 17,000 15,500 13,000 13,100 12,000 12,100 12,100 12,100 12,100 12,600 12,000 13, 100 13,100 13,100 13,100 13,100 13,100 14,000 18,600 49,400 42,000 37,000 33,300 31,400 30,800 30,800 32,100 29,600 29,000 27,800 26,000 24,300 20,800 20,800 23,100 23,700 24,800 26,000 24,800 23,700 21,400 20,300 19,200 20,300 26,000 30,200 34,500 36,400 38,300 19,700 16,500 14,600 14,000 14,000 12,600 12,600 12,600 12,600 12,000 12,600 15,500 17,000 17,000 17,000 18,600 18,100 18,100 18,100 17,600 15,500 14,500 15,000 15,500 27,200 26,000 20,000 20,300 17,000 15,000 14,500 35,200 32,100 31,400 30,800 32,700 34,500 44,500 44,,')0O 43,200 39,500 37,000 45,100 45,700 43,800 38, .300 35,200 33,300 31,400 28,400 28,400 29,600 30,200 33,300 33,300 30,800 30,200 29,600 32,100 33,300 30,800 27,200 14,000 13,000 13,000 13,000 10,500 18,600 18,100 17,000 17,000 17,000 10,000 16,000 14,000 14,000 13,100 13,100 13,100 13,100 H,500 15,000 14,500 13,100 12,100 11,200 10,800 10,300 9,000 9,490 9,190 9,490 9,190 20,000 20,000 20,000 28,400 24,300 23,100 22,500 22,600 22,500 22,000 22,000 22,000 21,400 20,300 19,200 10,200 20,300 22,000 21,400 20,800 20,800 21,400 23,100 23,700 28,400 26,000 24,300 23,000 20,300 19,200 18,100 Digitized by Microsoft® 294 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Chattanooga, Tenn. — Continued. Day. 1913. 1 2 3 4 5 6 7 8 9 n 11 12 13 14...... 15 16.:.... 17 18 19 20 21 22. . ... 23 24 25 26 27 28 29 30 31 Oct. 20,300 18,100 16,500 15,000 14,000 13,600 13,100 12,600 12,100 11,700 11,200 10,800 10,800 10,800 10j800 10,800 12,100 13,100 13,100 13,100 14,500 15,000 14,500 13,100 12,600 12,100 11,700 11,700 11,200 11,200 10,800 10,800 10,300 10,300 10,300 10,300 10,300 10,300 10,300 11,200 14,500 17,000 18,100 17,600 16,000 14,500 13,600 13,600 12,600 11,700 11,700 11,700 11,200 11,200 10,800 10,800 10,300 10,300 10,300 9,S0O 9,400 Dec. 9,490 9,490 9,490 9,900 17,000 39,500 55,600 59,300 48,800 39,500 32,700 27,200 24,300 21,400 19,700 18,600 17,600 17,600 17,600 18,600 18,600 18,100 17,000 17; 000 18,100 20,800 22,000 22,000131 21,400 21,400 28,400 42,000 46,900 46,900 49,400 46,900 40,700 40,100 95,300 107,000 97,800 86,000 71,700 70,500 70,600 65,500 60,600 53,100 45,700 49,400 60,000 59,300 58,700 61,800 65,600 90,300 119,000 125,000 ,000 140,000 136,000 115,000 Feb. 89,700 72,400 62,400 58,700 67,500 57,500 55,600 51,900 46,300 41,400 38,900 45,700 58,700 81,700 69,300 58,700 49,400 44,500 40,100 37,000 37,000 37,000 36,400 35,200 34,500 32,100 33,900 81,000 135,000 130,000 99,600 76,700 61,200 51,9( 46,31 42,000 38,900 37,000 40,100 45,700 49,400 83,500 146,000 182,000 190,000 185,000 154,000 105,000 77,300 76,100 78, 100 72,400 65,500 78,600 154,000 190,090 202,000 200,000 Apr. . 163,000 102,000 73,600 63,700 57,500 53,100 48,800 45,700 43,200 40,700 38,900 38,300 37,600 39,500 44,500 44,500 47,600 50,700 50,000 47,600 44,500 40,700 37,600 34,500 32,700 31,400 30,800 30,200 30,200 30,200 May. June. 30,200 29,600 29,000 27,800 26,600 26,000 24,800 24,800 24,800 24,800 25,400 25,400 24,300 23,700 22,500 22,500 22,500 22,500 24j300 28,400 31,400 29,000 27,£00 38,900 72,400 95,300 95,300 79,800 66,800 64,900 67,400 58,700 53,100 53,100 49,400 45,700 42,600 42,000 42,000 43,200 42,600 49,400 44,500 38,900 33,300 29,000 26,600 25,400 23,700 23,100 22,000 20,800 20,800 20,800 20,800 20,300 18,600 18,100 18,100 18,100 17,600 July. 17,000 16,500 16,000 16,500 16,500 16,500 16,500 16,500 17,000 15,500 14,500 13,500 13,500 15,000 15,000 14,000 13,000 12,500 12,100 11,200 Aug. 14,000 13,500 13,500 13,500 14,000 14,000 13,500 12,100 11,600 11,600 12,500 14,500 14,500 15,000 14,000 13,000 12,100 12,100 11,600 11,600 10,700 11,600 10,300 11,600 9,840 9,840 9,840 9,840 11,200 11,600 11,600 13,500 14,600 11,200 11,200 11,200 10,700 10,700 10,71 10,71 10,700 9,840 Sept 9,420- 9,000 9,000 9,000 9,000 9,000 8,590 7,800 7,800 7,800 8,190 8,190 8,190 7,800 7,430 7,070 7,070 7,070 7,070' 7,07(r 9,000 9,420 10,300 12,500 12,500 12,100 12,1(10 10,700 9,840 9,840 Monthly discharge of Tennessee River at Chattanooga, Tenn. [Drainage area, 21,400 square miles.] Month. Discharge in second-feet. Per sqiiare mile. Run-ofl (depth in inches on drainage area). 1874 April May June July August. fleptemher The period 190,000 195,000 32,800 51,800 92,600 89,200 195,000 29,600' 22,900 11,400 9,750 7,850 10,600 108,000 74,600 20,300 17,200 23,000 19,600 7,850 43,800 5.05 3.49 .949 .804 1.07 .916 2.05 5.63 4.02 1.06 .93 1.21 1.02 Digitized by Microsoft® Tennessee River at Chattanooga, Tenn. 296 Monthy discharge of Tennessee River at Chattanooga, Tenn. — Continued. Discharge in second-teet. Run-off (depth in -inches on drainage area). Month. Maximum. Minimum. Mean. Per square mile. 1875. October 27,700 67,400 56,600 215,000 357,000 361,000 1.13,000 135,000 32,100 130,000 77,000 70,200 8,210 6,830 15,800 ?2,900 37,500 77,000 40,900 19,600 16,900 28,300 22,400 14,300 13,000 23,800 34,200 59,300 100,000 179,000 72,800 39,500 24,300 51,000 37,000 23,100 0.030 1.11 1.60 2.77 4.07 8.36 3.40 1.85 1.14 2.41 1.7a 1.08 0.73 1.24 1.84 3.19 4.86 November. December Febniary March April. Ma> Juno* k . . ... 3.79 2.13 1.27 2.78 1.99 1.20 July August... September The year .... 301,000 6,830 54,700 2:56 34.66 October November,.., 32,100' 43,000 227,000 205,000 143,000 137,000 85,800 130,000 153,000 46,400 34,800 19,000 12,800 13,300 22,400 29,000 43,000 32,100 34,800 39,600 27,100 19,000 14,300 11,400 17,300 30,700 58,600 70,900 70,000 07,700 54,400 60,100 57,900 31,200 22,000 13,800 .808 1.43 2.74 3.31 3.55 3.16 2.54 3.09 2.71 1.46 1.03 .645 J .93 i.eo 3.16 3.82 3.83 3.64 2.83 3.56 3.02 1.68 1.19 Deceiiiber January ApriLj.;,...;::"-:;i:::::";:": ':::::: June...., ,.. August .72 ] The year 227,000 11,400 47,200 2.21 29.98 1877. October December. 19,000 21,800 19,000 178,000 36,200 108,000 189,000 71,500 28,900 29,600 14,300 17,900 7,850 8,580 9,350 10,600 17,400 17,400 49,800 19,600 15,800 11,400 8,900 9,350 10,700 11,000 13,000 72,900 24,400 55,900 94,000 30,900 19,600 17,500 11,300 12,300 .600 .542 .607 3.41 1.14 2.61 4.39 1.72 ,916 ,818 .528 ,603 .58 .60 .70 February 3.93 1.19 ApriL 3.01 4.90 1.98 1.02 .94 August t ... .61 .67 The yeaT 189,000 7,850 31,800 1.49 20.13 1878. October..- 22,400 90,000 51,800 79,000 125,000 00,100 68,000 44,300 22,900 15,300 23,500 60,100 8,580 12,800 17,900 27,700 38,900 25,900 23,500 .22,400 12,800 8,210 8,580 7,500 13,700 37,000 31,900 46,500 63,000 40,800 37,000 32,400 16,800 11,800 15,200 16,900 ,640 1.73 1.49 2.17 2.94 1.91 1.73 1.61 .785 .551 .710 .790 ,74 November 1.93 December 1.72 January 2.50 3.06 2.20 1.93 Biay „ 1.74 .88 .64 .82 .88 1 125,000 7,500 30,000 1.40 19.01 41,600 116,000 92,600 252,000 122,000 68,800 53,800 37,500 18,500 11,400 7,850 11,000 28,900 23,500 40,200 25,300 24,700 16,900 7,850 7,160 ros&'fi® 13,400 24,600 55,900 92,200 67,200 37,600 40,500 25,200 12,700 8,300 15,900 9,360 .626 1.15 2.61 4.31 3.14 1.76 1.89 1.18 .593 .388 .743 .437 .72 1.28 December 3.01 4.97 February 3.27 2.03 2.11 May 1.36 .66. .45 August V,,. ,-...,,- - September Digitize .86 .49 The year 252,000 5,900 33,400 1.56 21.21 296 Water Powers of Alabama; Second Report. Monthy discharge of Tennessee River at Chattanoopa, Tenn. — Cnntrnued. Month. Discharge in secondrfeet. Minimum. Per square mile. Rnn-off (depth in iaches on drainage area). 1880. October November. December. January February March April. May June: July August.^ ; September TJieyear 1881. October .^ November Decembw January -. February. March... „-. April. Jiay. , June., '. July August September The year 1882. October November. December January February.; March. ApriL May June« July August ; September The year 1883. October November December January February March April May , June....- : July , August September » The year 1884. October November December January; February March April May June ■ July B^^h^:v"A:::'.::::. Digitized'. The year 85,100 27,700 143, goo 66,100 176,000 254,000 109,000 92,600 36,200 47,000 27,100 22,400 254,000 19,000 85,800 174,000 122,000 146,000 125,000 116,000 53,800 28,900 20,100 18,500 72,200 174,000 17,400 02,000 131,000 267,000 197,000 144,000 70,200 53,200 62,000 40,900 36.800 149,000 267,000 24,100 23,500 62,000 254,000 114,000 60,600 215,000 68.800 40,900 22,900 14,860 14,300 254,000 35,500 63.100 82,400 94.600 244.000 285,000 109.000 71.500 71.500 50.400 . 5,330 ' 9,750 20,700 23,500 23,500 45,700 38,200 23,500 12,800 11,900 10,600 9,350 19,600 15,100 68,700 38,600 56,800 127,000 67,700 41,700 20,300 20,800 18,^ 14,700 0.916 .706 3.21 1.80 2.65 5.93 3.16 1.95 .949 .972 .879 7,850 8,580 25,900 17,900 34,100 35,500 40,900 17,900 12,800 8,580 5,330 4,800 42,600 9.900 18,200 62,700 60,200 76,300 56,800 62,100 30,500 19^600 12,400 8,080 14,500 1.99 .463 .850 2.93 2.81 a 57 2L65 2.90 1.43 .916 .579 .378 .678 4,800 5,900 17,900 19,000 54,500 57,200 53,200 31,500 25,300 25,300 18,500 13,800 16,300 35,700 36,900 64,600 175,000 124,000 86,000 49,200 34,100 37,800 26,600 23,900 40,000 1.67 .415 1.72 3.02 8.18 5.79 4.02 2.30 1.59 1.77 1.24. 1.12 1.87 5,900 58,500 2.73 10,600 10,600 12,800 21,200 45,000 28,300 69,500 21,800 17,900 9,350 8,680 4,800 14,000 13,600 25,500 96,100 66,800 40,400 119.000 34,200 25,300 15,700 10,500 7,610 .654 .636 1.19 4.49 3.12 1.89 5.56 1.60 1.18 .734 .491 .356 by 4,800 7,500 8,960 14,300 19,000 59,300 47,700 38,200 24.100 19,000 14,800 oso; 38,800 11,700 21,800 29,800 52,400 148,000 157,000 68,500 40.600 34,900 27,900 19,600 9,000 1.81 .547 1.02 1.39 2.45 6.92 7.34 3.20 1.90 1.63 1.30 .916 .421 1.06 .79 a 70 2.08 2.86 6.M 3.53 2.25 L06 1.12 1.01 .77 27.07 3.24 3.72 ao6 3.24 l.«5 1.02 .67 .44 .76 22.66 .48 1.92 a48 9.43 &03 4.64 2.57 1.83 1.98 1.43 1.29 Z09 37.17 .75 .71 1.37 5.18 3.25 2.18 6.20 1.84 1.32 .85 .57 .40 24.62 .63 1.14 1.60 2.82 7.46 8.46 3.57 2.19 1.82 1.50 1.06 .47 285,000 6,510 51,500 32.72 Tennessee River at Chattanooga, Tenn. 297 Mouthy discliarge of Tennessee Rher at Chattanooga, Tenn. — Continued. Disrhargo in secnnd-iont. Run-o(T (depth in inches on drainage area). Month. Maximum. Minimum. Mean. Per square mile. 1885. October November December January 7,850 11,000 79,700 174,000 59,300 56,600 99,400 89,200 120,000 31,500 24,700 12,800 5,330 6,510 8,210 20,100 28,300 28,300 22,900 19,000 19,000 15,800 8,960 6,8-30 6,080 7,940 25,400 70,500 42, 100 39,400 36,800 31,300 35,600 i!0,500 15,400 9,750 0.2&4 .371 1.19 3.29 1.97 1.84 1.72 1.46 1.66 .958 720 .456 0.33 .41 1.37 3.79 2 05 2.12 April 1.92 May.... 1.08 1.85 July 1.10 August September .83 .61 The year _ 174,000 5,330 28,300 1.32 17.90 1886. October ~ 99,400 201,000 140,000 144,000 83,100 269,000 349,000 67,400 103,000 87,800 42,300 19,000 11,900 «4,70O 25,900 28,900 31,600 28,300 34,800 32,800 43,000 25,900 19,600 11,900 26,300 66,400 53,500 76,700 49,200 61,300 136,000 50,400 64,400 50,000 28,600 15,200. 1.23 3.10 2.50 3.68 2.30 2.86 6.36 2.36 3.01 2.34 1.33 710 1.42 3.46 December 2.88 4.13 February 2.40 3.30 Aoril - 7.10 iSy...: ::::::::...- . '::..:: 2.72 June . . 3.36 July 2.70 August 1.63 .79 349,000 U,900 56,400 2.64' 36.79 1887. October -^ 11,900 87,200 107,000 142,000 180,000 180,000 138,000 38,900 64,700 32,100 66,100 22,400 8,680 9,350 22,400 28,300 62,600 29,600 23,500 25,900 20,700 11,400 18,500 8,960 10,000 30,300 49,000 68,100 99,700 66,700 45,100 30,800 38,700 18,900 27,800 11,900 .467 1.42 2.29 2.71 4.66 3.12 2.11 1.44 1 81 883 1.30 .566 .54 1.58 2.64 3.12 4.85 Iferch 3.-60 April wSy July. ..'.;!!!!!!.. !.!....!.; 2.35 1.66 2.02 1.02 1.60 .62 Theyear 180,000 8,580 40,200 1 88 25.50 1888. OctoDor 26,500 16,900 31,600 169r000 70,200 -178,000 154,000 59,300 56,600 42,300 36,200 72,200 8,580 9,350 10,200 32,100 29,600 27,100 25,900 22,400 16,800 11,000 11,900 19,600 13, ego 11,700 18,800 71,700 47,900 63,800 62,000 32,500 28,600 19,400- 16,900 46,800 636 547 879 3.35 2 24 2 51 2 90 1 52 1 34 907 .790 2.19 .-73 .61 December . , 1.01 JflTiiinr^ 3.86 February . , 2.42 2.89 April 3.24 1.75 -1.50 July 1.04 91 2.44 173,000 8,680 35,200 1.64 22.40 1889 130,000 137,000 40,900 89,200 195,000 58,600 49,800 28,300 78,300 66,600 16,800 30,800 22,400 31,506 36,200 17,900 17,900 16,300 21,800 19,600 ^osm 39,500 67,400 28,100 60,300 87,300 37,500 29,600 20,400 42,200 31,600 36,900 29,600 1.85 3 15 1.31 2.82 4.08 1.75 1.38 .953 1.97 1.48 1.72 1.38 2.13 3.51 December ^ 1.51 3.25 4.25 March 2.02 April 1.54 May.::::::..: 1.10 June 2.20 1.71 i^&er:::::::::;::::::::©/fl«fee 1.98 1.5^ Theyear 195,000 13,800 42,100 1.97 26.74 298 Water Powers of Alabama; Second Report. Mnntliy discharge of Tennessee Rive r at Chattanooga, Tenn. — Continued. Month. Discharge in second-feet. Maximum. Minimum. Mean. Per square mile. (depth in inches on drainage area). October November.. December.. January February... March April....... May June July August September. 1890. The year. . October November., December.. January February... March April., May 4ay.. June July August September. The year.. October November.. December.. January February... March Aprfl May June July August September. 1892. The year. October. . .-. November.. December.. January February.. March April May June July August September. The year. October November. December.. January February.. March April May June July Augi^tV.::;::::;:::::::::'.;::D/Qafe^cf September The vear. 27,100 70,800 46,400- 82,400 231,000 283,000 133,000 74,900 35,500 46,400 45,000 45,700 283,000 40,200 81,700 99,400 249,000 259,000 105,000 34,100 45,700 32,800 106,000 83,500 250, dob 11,500 39,600 68,100 252,000 72,200 66,100 227,000 53,200 57,200 74,200 27,700 25,300 252,000 12,800 41,600 57,200 42,300 221,000 75,600 76,300 198,000 135,000 31,500 29,600 80,400 221,000 59,300 27,100 26,500 58,600 167,000 60,000 31,800 42,300 24,100 22.400 12,400 15,300 19,600 25,900 ^2,300 52,500 40,900 38,900 17,400 11,900 14,300 15,800 IStlOO 47,900 26,700 40,600 75,100 117,000 66,500 50,500 24,400 21,800 26,600 23,100 0.706 2.24 1.2S 1.90 3.51- 5.47 3.11 2.36 1.14 1.02 1.24 1.08 11,900 44,400. 1.07. 20,700 13,800 13,300 38,800 60,600 64,700 36:200 21,200 21,800 15,300 16,900 11,500 35,000 21(000 32,500 60,200 147,000 124,000 63,300 25,900 33,000 21,200 37,800 20,200 1.64 .981 1.52. 2.81 6.87 5.79 2.9« 1.2t 1.54 .991 1.77 .944 11,500 51,200 2.39 9,350 8,580 15,800 38,000 30,200 28,300 38,200 27,100 24,100 21,200 15,300 8,960 10,300 16,900 36,500 91,100 45,400 44,200 96,400 37,200 41,200 42,700 19,600 14,500 .481 .780 1.71 4.40 2.12 2.07 4.51 1.74 1.93 1.99 .916 .678 8,580 41,500 1.94 8,210 8,210 14,800 16,300 35,000 32,800 27,100 25,900 22,900 14,800 10,200 13,800 9,'430 22,700 28,700 21,500 101,000 49,400 40,000 70,600 48,800 20,200 17,300 30,000 .441 1.06 1.34 1.00 4.72 2.31 1.87 3.30 2.28 .944 .808 1.41 8,210 10,600 13,300 14,300 16,300 27,700 29,600 22,400 17,900 11,900 i; ;ro 7,160 37,800 19,900 15,800 19,400 34,300 73,400 45,400 32,900 26,900 15,400 18,700 16,700 11,100 97 9n^ 1.77 .930 .738 .907 1.61 3.43 2.12 1.54 1.26 .720 .874 .781 .519 1 97 0.81 2.50 1.44- 2.19 3.66 6.31 3.47 2.72 1.27 1.18 1.43 1.20 28.18 1.89 1.09 1.75 3.24 7.15 6.68 3.30 1.40 1.72 1.14 2.04 1.05 32.45 .5S- .88 1.97 6.07 2.2» 2.39 5.03 2.01 2.15 2.29 1.06 .76 26.45 .51 1.18 1.54 1.15 4.92 2.66 2.09 3.80 2.54 1.09 .93 1.57 23.98 1.07 .82 1.05 1.86 3.57 2.44 1.72 1.45 :80 1.01 .90 .58 17 57 Tennessee River at Chattanooga, Tenn. 299 Monthy discharge of Tennessee River at Chaftanoof/a, Tenn. — Continiiecl. Discharge in second-feet. Run-ofE (depth in "inches on drainage area). Month. Maximum. Minimum. Mean. Per square mUe. 1895. 13,800 13,300 70,200 212,000 45,700 148,000 82,400 68,600 32,100 64,700 35,500 19,000 6,830 6,830 7,500 17,400 18,500 40,200 34,100 30^800 14,300 13,800 15,300 7,600 8,590 8,420 25,900 72,800 33,600 75,200 60,300 •42,000 21,200 25,000 21,800 13.000 0.401- .393 1.21 3.40 1.57 3.51 2.35 1.96 .991 1.17 1.02 .608 3,92 1 64 March 4 05 Aprn May 2 26 June 1 10 July 1.35 1 18 August 212,000 6,830 33,300 1.56 21.10 1896. October 7,850 13,800 29,600 49,800 89,209 101,000 269,000 25,900 41,600 141,000 31,500 15,800 6,830 8,210 8,960 13,300 ■23,500 19,000 20,100 12,400 14,800 17,400 12,800 8,580 7,320- 9,760 14,400 23,500 55,400 37,600 71,400 17,800 21,400 66,500 19,500 10,900 .342 .456 .673 1.10 2.59 1.76 3.34 .832 1.00 2.«4 .911 .509 51 78 April '. 3 73 BdSy :........". June . 1 12 July 1 05 ^ptember 57 269,000 6,830 28,700 1.34 18.24 1897. October 16,900 57,900 88,500 43,600 231,000 252,000 201,000 146,tX)0 35,500 77,000 31,500 12,800 3,210 8,580 14,300 13,800 16,900 52,500 33,600 23,500 18,500 19,000 12,400 6,830 10,400 20,400 31,200 25,400 84,600 144,000 78,200 50,900 26,100 31,900 19, 600 8,640 .486 .953 1.46 1.19 3.95 6.75 3.65 2.38 1.22 1.49 .916 .404 56 1.06 December 1.68 January... - 1.37 February. ^,. 4.11 March.... ^ •. 7.78 AprU 4.07 May!:;::::::::;:::::: ::;::::;::::;;;: 2.74 1.36 July 1.72 1.06 .45 252,000 6,830 44,100 2.06 27.96 1898. October 11,900 8,960 63,400 118,000 45,70Q 83,800 115,000 37,500 32,100 47,700 101,000 164,000 5,900 6,830 7,850 14,800 17,900 15,800 37,500 19,000 10,200 11,900 21,200 19,000 7,960 7,550 22,400 57,100 23,700 25,000 57,300 24,300 17,000 20,600 48,400 46,000 .372 ,353 1.05 2.67 1.11 1.17 2.68 1.14 .794 .963 2.26 2.15 .43 .39 December 1.21 3.08 Februwy 1.16 1.35 ApMl 2.99 SSy 1.31 .83 July 1.11 August.! 2.61 2.40 164,000 5,900 29,800 1.39 18.92 1899. October. .. . . .' 109,000 40,200 34,800 122,000 254,000 266,000 149,000 70,200 37.500 29,600 d iyMi 17,900- 21,800 20,100 27, 100 32,100 59,300 41,600 23,500 16,900 11,000 :;ros6m, 42,800 28,400 28,700 50,300 103,000 155,000 74,400 43,000 24,500 16,100 12,600 .10,700 2.00 1.33 1.34 2.35 4.81 7.24 3.48 2.01 1.14 .752, .589 .500 2.31 1.48 1.54 J^nnftTy 2.71 6.01 M»rnh 8.35 Apra 3.88 SSy 2.32 1.27 Jnly .87 August _., . ..V..'. September Digitm .68 .56 268,000 7,850 48,800 2.28 30 98 300 Water Powers of Alabama; Second Report. Monthy discharge of Tennessee River at Chattanooga, Tenn. — Continued. Month. Discharge in second-feet. Maximum. Minimum. Mean. Per square mile. Run^)ff {depth in inches on diBinage area). October November.., December .^ January February... March April May June , July August September.. The year. October November . December . January ,.. February^, Bfarch ,;... AprU May June July August S^tember. The year. , Octolwr November . December .. January ... February... March April May JmiB July August September.. 1902. The year.. October Novemlwr., December.. January.... February.. March April May June July August September. The year.. October.... November. December.. January.... February.. March April., liay Hay. June, July. i^&^;:::::::::::::::::??(S^efy The year 11,000 11,000 44,300 57,900 157,000 112,000 75,600 36,200 56,600 53,800 36,200 26,500 157i000 45,000 100,000 56,600 185,000 62,700 146,000 174,000 215,000 75,606 38,«00 217,000 64,000 217,000 27,100 14,800 248,000 271,000 192,000 252,000 204,000 57,200 28,300 ^,400 15,800 20,100 271,000 21,800 35,800 59,300 49,800 193,000 205,000 210,000 55,200 72,900 32,800 27,700 10,600 210,000 0,750 33,400 26,500 66,100 65,200 142,000 55,200 45,700 27,700 24,100 7,160 7,160 9,350 12,400 14,300 45,700 35,500 16,900 15,800 14,300 10,600 7,850 8,380 8,780 23,200 30,400 55,900 70,800 49,7flD 22,500 35,200 26,300 15,500 14,300 0.392 .409 1.08 1.42 2.61 3.31 2.32 1.05 1.64 1.23 .724 7,160 29,900 1.40 8,580 11,400 18,500 21,200 20,700 20,700 40,200 27,700 35,500 15,800 14,800 24,100 15,300 27,000 30,700 53,100 38,400 47,300 99,500 71,900 49,900' 25,400 79,400 40,700 .715 1.26' 1.43 2.48 1.79 2.21 465 3.36 2.33 1.19 3.71 1.91 8,580 48,200 2.25 14,300 12,400 12,800 28,900 29,600 43,000 29,600 22,400 16,900 11,400 9,350 8,580 20,400 14,000 68,800 73,900 62,900 113,000 57,400 29,800 20,600 '23,800 11,500 12,100 .654 3.22 3.45 2.94 6.28 2.68 1.39 .958 1.11 .537 .565 8,580 42,400 1.9 8,580 8,960 19,000 22,400 27,100 55,200 66,600 19,600 22,900 12,800. 10,200 6,610 14,200 14,000 35,500 31,700 94,400 115,000 105,000 30,300 40,400 21,600 17,200 8,460 .664 .664 i.es 1.48 4.41 5.37 4.91 1.42 1.89 1.01 .804 6,510 43,500 13,' 6,510 7,160 7,500 9,750 13,300 33,400 20,700 14,800 11,900 10,600 rosm§> 7,390 12,600 12,500 21,300 28,300 64,500 29,600 27,400 17,600 15,900 16,700 9,170 .345 .689 .684 .996 1.32 3.01 1^ 1.28 .822 .748 .780 045 .46 1-24 1.64 2.72 3.82 2.69 1.21 1.83 1.42 .83 .76 18.96 1.41 1.65 2.86 1.86 2.6$ 6.1» 3.87 2.60 1.37 4.28 2.13 30.59 1.10 .73 S.71 3.98 3.06 6.09 2.99 1.60 1.07 1.28 .62 26.86 .77 .73 1.91 1.71 4.69 6.19 5.48 1.64 2.11 1.16 .93 .44 27.66 .40 .66 .67 1.16 1.38 3.47 1.64 1.48 .92 .86 .90 .48 142,000 6,510 21,900 13.91 Tennessee River at Chattanooga, Tenn. 301 Month}/ iHschargc of Tennessee Rircr at Chattanooga, Tenn. — Continued. Discharge in second-feet. Run-off (depth in incnes on drainage area). Month. Maximum. Minimum. Mean Tot square mile. 1905. October November December 6,830 8,210 63,400 111,000 146,000 112,000 47,000 87,200 34,800 80,400 54,500 19,600 5,060 5,060 8,210 13,800 15,800 27,700 24, 100 28,900 16,300 21200 15,800 9,350 5,510 7,070 20,500 36,500 73,200 48, 100 32, 100 46,900 24, 100 34, 100 30, 700 14,400 0.257 330 958 1.71 3.42 2.25 1.50 2.19 1.13 1.59 1.43 .673 0.30 .37 J. 10 1.97 3.56 March 2.59 ^?!-:;:::::::::;;:::::::::::;::::::.. 1.67 2.52 June 1.26 July ; 1.83 1.65 Septomber .75 146,000 5,060 30,900 1.44 19.57 1906. 20,700 14,800 68,800 140,000 59,300 87,200 94,600 54,500 56,600 %,000 60,000 82,400 8,960 8,580 9,750 28,300 24,700 28,900 29,600 18,500 17,900 19,600 26,500 27,100 13,100 10,200 43,500 60,600 34, 100 47,300 48, 700 28,600 30,400 44,300 41,800 49,600 .612 .477 2.03 2.83 1.59 2.21 2.28 1.34 1.42 2.07 1.95 2.32 .71 .53 2.34 3.26 1.66 March' 2.55 2.54 May 1.51 1.58 July 2.39 2.25 September 2.69 The year - ,- - 140,000 8,580 37,800 1,77 23.94 1907. 125,000 220,000 105,000 133,000 70,200 119,000 70,200 79,000 -88,000 44,300 33,400 66,100 26,500 19,600 28,900 28,900 24, 700 28,300 32,100 24,700 25,300 18,500 16,300 12,400 58,900 56,300 40, 100 47,500 41,800 62, 700 47,200 41,900 52,800 26,800 21, 100 23,900 2.75 2.63 1.87 2.22 1.95 2.93 2.21 1.96 2.47 1.25 .986 1.12 J. 17 2.93 2.16 2.56 2.03 March 3.38 A Dril 2.47 mSv .;...:; 2.2« 2.76 July 1.44 l.H 1.25- The year 220,000 12,400 43,400 2.03 27.55 1908. October 32,100 86,500 - 93,300 132,000 162,000 108,000 91,200 77,000 36,200 43,600 46,400 27,700 11,900 11,900 19,600 32, 100 40,200 43,600 33,400 27, 100 18,500 15,800 15,800 9,750 16,400 37,600 34,500 71,000 69,700 62,800 52,300 45,000 30,300 24,600 25,300 15,500 .766 1.76 1.61 3.32 3.26 2.93 2.44 2.10 1.42 1.15 1.18 .724 .88 1.96 1.86 3.83 3.52 March 3.38 2.72 May 2.42; 1.58 July 1.33 1.36 September - .81 The year 162,000 9,750 40,300 1.88 25.65 1909. 28,300 36,800 89,200 106,000 141,000 161,000 104,000 160,000 163,000 8,960 13,300 13,300 32,100 30,800 46,400 33,300 33,900 38,400 25,400 12,600 18,200 45,100 52,800 83,900 90,100 49,800 71,400 72,000 50,500 34,500 17,800 .589 .850 2.11 2.47 3.92 4.21 2.33 3.34 3.36 2.36 1.61 832 .68 November .95 2.43 2.85 4.08 4.85 iC r;:;::;;:::::::::::::::::::: 3.85 3.75 1.86 .93 Tbeyear 163,000 8,960 49,700 2.32 31. S5 302 Water Powers of Alahamaj Second Report. Monthy discharge of Tennessee River at Chattanooga, Term. — Continued. Uonfh. Discharge in second-feet. Maximum. Minimum. Mean. Per square mile. Run-off (depth in inches on drainage area). October November.. December.. January February... March April May June July August September. 1910. The year.. October.,.. November. , December.. January.... February... March June July August September. 1911. The year.. October..,. November. . December.. January.... February.. March AprU....... May June. July August September. 1912. The year.. October November. . December.. January..... February.. March April Jfiy June July August September. 1913. The year.. 33,900 11,700 32,700 70,300 85,900 '83,900 46,300 82,500 54,900 70,300 47,000 63,600 85,900 16,500 9,100 63,600 161,000 154,000 127,000 195,000 71,000 18,600 27,200 18,600 16,500 195,000 44,300 33,300 118,000 79,800 105,000 190,000 183,000 157,000 49,400 45,700 28,400 33,900 190,000 .20,300 18,100 59,300 140,000 89,700 202,000 163,000 95,300 58,700 17,000 15,000 12,500 202,000 11,200 9,900 9,900 12,100 23,100 19,200 14,500 22,500 30,800 26,000 15,500 12,600 15,800 10,600 18,900 35,200 38,800 36,100 23,700 44,900 39,200 42,300 25,100 23,400 0.738 .495 .883 1.64 1.81 1.69 1.11 2.10 1.83 1.98 1.17 1.09 9,900 29,500 1.38 9,100 8,050 9,900 22,500 30,800 25,400 30,800 18,600 12,100 12,600 9,490 9,490 12,100 8,420 21,000' 51,100 62,100 42,400 90,100 32,700 14,700 16,700 13,600 12,800 .565 .393 -.981 2.39 2.90 1.98 4.21 1.53 .687 .780 .636 8,050 11,200 12,600 14,500 22,500 26,000 48,200 44,500 28,400 19,200 27,200 18,100 11,200 31,200 20,500 22,700 37,700 40,100 53,900 8^,000 9i,aoj>- 58,900" 28,600 34,700 22,600 16,900 1.46 .958 1.06 1.76 1.87 2.52 4.02 4.28 2.75 1.34 1.62 1.06 .790 11,200 42,800 2.00 10,800 9,490 9,490 40,100 32,100 37,000 30,200 22,600 17,600 9,840 9,840 7,070 13,000 12,000 75,700 61,600 102,000 49,100 38,000 32,700 13,600 12,300 9,000 .607 .561 1.11 3.54 2; 41 4.77 2.29 1:78 1.S3 .636 .575 .421 7,070 36,000 1.68 0.85 .55 1.02 1.89 1.88 1.95 1.24 2.42 2.04 2.28 1.35 1.22 18.69 .65 .44 1.13 2.76 3.02 2.28 4.70 1.76 .77 .90 .73' .67 19.81 1.10 1.18 2.03 2.16 2.72 4,64 4.78 3.17 1.50 1.87 1.22 ,88 27.25 .70 .63 1.28 4.08 2.51 S.50 2.i« 2.05 1.71 .73 .6« .47 Digitized by Microsoft® Tennessee River at Florence, Ala. 303 TENNESSEE RIVER AT FIvORENCE, AI,A. Location. — At Southern Railway bridge about 1 mile south of Florence, Ala., just below foot of Little Muscle Shoals and lower end of Patton's Island ; 8 miles below mouth of Shoal Creek, about 3 miles above upper end of Seven Mile Island, 308 miles below Chattanooga, Tenn., and 256 miles above mouth of the Tennessee. Records available. — November 7, 1871, to September 30, 1915. Drainage area. — 30,800 square miles. Gage. — Present gage consists of four sections of steel, three- eighths inch by 7^4 inches, attached to face of stone draw pier, which has a batter of 1 inch to the foot. These sections form one continu- ous gage, graduated from — 1.93 to 33.5 feet. The zero of the gage is 400.85 feet above sea level. Description of the gages maintained at Florence and notes of inspections are given in "Stages of the Mississippi River and of its principal tributaries," published by the Mississippi River Commis- sion. Descriptions of the station appear also in "Daily river stages," published by the United States Weather Bureau. The gage at Florence was established November 6, 1871, and the zero set at the level of the low water of 1871, said to have oc- curred during October, elevation 30.19 feet below Merrill B. M. No. 1, the same elevation as the zero of the present, gage. (For later information from Mississippi River Commission see pages 259- 261.) "Stages of the Mississippi River and of its principal tributaries"- for 1892 states : "Gage is vertical type, located on the downstream face of approach wall, Florence side, of the Memphis & Charleston Railroad bridge." The report for 1893 states: "Vertical gage in three sections located at Florence end railroad bridge ; sections 1 and 2 (34 to 18, 19 to 9.1) are attached to lower face of rock ap- proach to bridge. Section 3 (10.0 to 0.0) is driven in the ground on upper side of approach to which sections 1 and 3 are fastened." These descriptions of the gage are the first published and no doubt refer to the same gage, for there is no record of an inspection during 1893 or 1893, but this gage is evidently not the one established No- vember 6, 1871, although the elevation of the zero is the same in all cases. Bench marks.— B. M. No. 1' (Merrill, 1871). Southwest corner of top of fourth small pier north of bridge ; elevation above gage datum, 30.19 feet; above sea-level datum, 431.04 feet. (Elevation above mean sea level given at 431.044 feet in Appendix 3 to Annual Report of United States Coast and Geodetic Survey, 1903). . P. B. M. No. l^.h-$f^cP^yM§^sM^^^^^^r'.''^'-^^\^''', northwest corner of easi pedestal stone oFfhe second pier north of the north abutment of the Florence bridge. Elevation above gage 304 Water Poicers of Alabama ; Second Re port. B. M. A. (Ewens, 1894).- — Cross, cut on top northeast corner of upstream end of first abutment pier from Florence side of Mem- phis & Charleston Railroad bridge, 1 foot from upstream face and 0.7 foot from northeast corner; elevation above zero of gage 34.67 feet. This bench mark has not been used for years; on November 19, 1914, it was not accessible, as the part of the pier mentioned was covered b}- a coal house. B. M. No. 2.— Top of copper plug marked U. S. P. B. M., set in top, on upstream side, of stone foundation of second leg of steel railroad trestle from right abutment of wagon bridge ; elevation above gage datum, 27.22 feet ; above sea-level datum, 438.07 feet. B. M. No. 3. — Cross mark, with letters U. S. B. M. around it, on top of downstream side of stone foundation of fourth bent of steel railroad trestle from right abutment of wagon bridge; elevation above gage datum, 31.08 feet; above sea-level datum, 431.93 feet. Daily gage height. — The following tables contain gage heights furnished by the Mississippi River Commission. Where gage-height records are kept in such a way that all possible corrections are sup- posed to have been made by those charged with the maintenance of the gage, as is true of the Florence record, such records should be accepted as correct unless there is some tangible basis for additional corrections. Those maintaining a gage have first-hand information, and it is reasonable to assume that their values are the most probable ones, even though opinions may differ as to certain corrections. This point of view has been taken in preparing the records for the station at Florence. When the gage heights appeared erroneous but there were no data upon which to base a correction, the gage heights were published as read and adjustments made in the discharge computed therefrom as noted under "Daily discharge." From November 7, 1871, to January 31, 1887, daily gage height in following tables is one reading per day at about 8 a. m., and from February 1, 1887, to September 30, 1913, the mean of two readings per day at about 8 a. m. and 4 p. m. From November 7, 1871, to October 23, 1894, the gage heights in the following tables are as published by the Mississippi River Commission, except that prior to January 1, 1890, they have been reduced to the nearest tenth of a foot, and that from January 9 to 22, 1881, the 8 a. m. readings are given, whereas for that period the Mississippi River Commission published the mean of 6 a. m., 12 m., and 6 p. m. readings. It ap- pears that some of the gage heights prior to October 24, 1894, are subject to error, as pointed out under "Daily discharge" below. From October 24, 1894, to September 30, 1915, the gage heights are taken from the original records of the Mississippi River Commission at St. Louis with correg|m^g]^g«lyjjji^p^ig|jj^esults of inspections, as Tennessee River at Florence, Ala. 305 June 1, 1895, to March 31, 1896, subtracted 0.1 foot; April 1 to October 27, 1896, subtracted 0.2 foot; April 10 to September 14, 1897, subtracted 0.1 foot; February 1 to July 31, 1898, subtracted 0.1 foot; August 1 to November o, 1898, subtracted 0.2 foot; Janu- ary 1 to January 20, 1900, subtracted 0.1 foot; January 21 to No- vember 13, 1900, subtracted 0.2 foot ; May 16 to November 15, 1901, subtracted 0.1 foot; November 16, 1901, to February 15, 1902, sub- tracted 0.2 foot; February 16 to May 6, 1902, subtracted 0.2 feet (below 7.58 feet) ; May 7 to August 23, 1902, subtracted 0.3 foot (below 7.58 feet) ; September 15 to November 5, 1904, added 0.4 foot. The corrections subsequent to 1896 were made in the values pub- lished by the ]\Iississippi River Commission, although some of the periods differ slightly from those noted above. The gage heights between the inspections of May 18 and Novem- ber 5, 1904, are open to question. The inspection record states : "November 5, 1904, gage found correct but could not be read below 2.0 feet because the paint was washed ofif. Temporary gage put in by observer 300 meters above permanent gage on railroad bridge has been read by him since June 19, 1904. Temporary gage set cor- rectly but observer reported readings 0.4 foot too low." Records have been corrected as noted above, but it is not clear why Septem- ber 15 was selected except that a sudden drop would otherwise ap- pear in the record. Either the stated distance, 300 meters, is in error or the temporary gage was set to read same as the regular gage rather than at the same elevation. The inspection record further states that a new temporary section was set November 5 on right bank directly opposite the permanent gage. Readings published by Mississippi River Commission October 2 to 7, 1908, should read — 0.1 instead of 0.0 foot. Control. — Rocky and probably permanent. Discharge measurements. — Made by United States Geological Survey from downstream side of 17-span combined railway and highway bridge. Lower level is a through highway bridge and from this level the discharge measurements are now made. Several discharge measurements have been made about 2 miles downstream by the United States Engineer Corps. Daily discharge. — Published for the years ending September 30, 1895-1915, computed from discharge rating table here included. Dis- charge prior to October 1, 1895, is withheld from publication be- cause of the uncertainty as to the corrections necessary to the pub- lished gage heights to render the rating table applicable to them. Discharge July to November, 1898, appears low as compared to Chattanooga, but sinffig fee^^^,i^,.other^^a so n to question the re- 1 stages of Mississippi river and of its principal tributaries for 1913. 2 Stages of Mississippi river and of its principal tributaries for 1903. 306 Water Powers of Alabamd; Second Report. duction in daily gage height noted as the discharge has been com- puted from the gage heights as published by the Mississippi River Commission. Discharge September to November, 1904, estimated by comparison with Chattanooga and Johnsonville because discharge computed from published gage heights seems too great as compared to these sta- tions. Discharge August 26 to September 10, 1911, seems low com-- pared to the discharge at Chattanooga, the ratio for the period being 1.01. There is nothing in addition to this upon which to base a cor- rection at Florence, and hence none has been made. The data for the period should, however, be used with caution. Floods. — The highest flood on record at Florence occurred March 16-30, 1897, maximum stage 32.5 feet. The following tables gives hourly stages during the crest period of this flood : Date. Time. Gage Date. Time. Gage Date. Time. Gage height. height. height. Mar. 16 8 a. m 23.9 Mar. 17 6 p. m 26.2 Mar. 19 6 p. m 32.3 9 a. m 24.0 Mar. 18 8 a. m 25.8 9 p. m 32.45 10 a. m... 24.1 9 a. m 26.0 10 p. m... 32.6 11 a. m... 24.2 10 a. m... 26.1 12 p. m... 32.5 12 m 24.3 11 a. m... 26.2 Mar. 20 5 a. m 32.0 S p. m 24.4 12 m 26.3 7 a. m 31.7 4 p. m 24.5 8 p. m 26.7 8 a. m 31.6 8 p. m 24.6 Mar. 19 8 a. m Sl.l 9 a. m 81.5 Mar. 17 8 a. m 26.00 9 a. m 31.2 10 a. m... 31.4 9 a. m 25.05 10 a. m... 31.6 11 a. m... 31.2 10 a. m... 25.07 11 a. m... 31.6 12 m 31.1 11 a. m... 26.08 12 m 31.7 1 p. m 30.0 L2 m 25.10 2 p. m 31.8 2 p. m 29.9 3 p. m 25.2 3 p. m 32.0 3 p. m 29.8 4 p. m 26.2 5 p. m 32.2 4 p. m 29.7 It is stated that during this flood 75 feet of levee near the bridge and the Memphis & Charleston Railroad approach was washed out,, that 300 feet of the railroad track was inundated, and the water was 2J/2 feet deep in the railroad station, and that four bridges over tributaries between Florence and Riverton were washed out. The flood of 1867 reached a stage of 31.1 feet at Florence, accord- ing to the United States Weather Buueau, and it is stated that the Memphis & Charleston Railroad station then had about 2.7 feet of water on the floor, and that a place known as Mound Garden had about 4 feet on the floor. Winter flow. — Discharge relation not materially affected by ice. Regulation. — Until November, 1913, there was very little artifi- cial regulation of the flow at Florence. Filling of the reservoir behind the Hale's Bar dam of the Chattanooga & Tennessee River- Power Co., about 175 rniles above Florence^was begun about Octo- ber 10, 1913. d by Microso. Tennessee River at Florence, Ala. 307 Accuracy. — The accuracy ratings given in the tables of monthly discharge, especially for the earlier years, must not be considered to indicate as closely the probable reliability of the data as the accu- racy ratings for the average gaging station. A low accuracy rating in the following tables does not signify that the mean discharge is known to be in error by the amount indicated, but rather that it appears from studies of the data and comparisons with other sta- tions that the mean discharge is doubtful to that extent. The accu- racy ratings will assist those using the data in determining by brief inspection whether certain portions of the record are considered suf- ficiently accurate for the purpose in hand or whether they require special investigation to more closely determine their probable relia- bility. In marking the accuracy ratings considerable weight was given to the ratios of discharge at Chattanooga, Florence, and Johnson- ville, especially the Chattanooga-Florence comparison. The records presented in the following tables are believed to be as accurate and reliable as the obtainable base data will yield and they are believed to be free from gross errors. Cooperation. The gage height record, as noted above, was fur- nished by the Mississippi River Commission. Discharge measure- ments prior to 1913 were made by the United States Engineer Corps. Special acknowledgment is due to Maj. H. Burgess, Corps of En- gineers, United States Army, Nashville, Tenn., and Mr. Kivas Tully, assistant engineer, Missippi River Commission, St. Eouis, Mo., for assistance rendered in interpreting questionable portions of the data. Discharge measurements of Tennessee River at Florence, Ala. No. 1 Date. Hydrographer. Gage height. Dis- charge-t 21 20 15 14 13 6 I 1888 Mar. 30 1901 Aug. 21 Aug. 26 I' Aug. 29 Aug. 30 Sept. 27 1908 Sept. 25-26- 1913 Aug. 21 Lieut. H. E. Waterman^.. W. S. Winnt.. W. S. Winnt. W. S. WinnJ... W. S. Winnt... W. S. Winnj... F. I. Louckest Warren E. Hall/.. 20.0 18.6 14.9 9.6 8.0 3.6 .2 260,000 §252,000 §168,000 § 92,800 ' 78,000 36,000 12,000 13,600 1914 December 31 1915 January 1 February 12 February 16 September 12-13_.. October 1 October 3 October 5.v Deceftiber 14 M. R. Hall.. 18.90 215,000 M. K. Hall M. E. Hall M. E. Hall Warren E. Hall L. J. Hall L. J. Hall L. J. Hall. L. J. '•m j ilueU' UyWi'ci'usun® 17.90 199,000 8.80 84,300 6.65 62,000 3.52 34,600 1.49 19,900 4.67 47,300 8.08 81,900 2.06 22,700 tEeduced to three significant figures. §Section at Sheffield Landing. jCorps of Engineers, U. S. Army. /U. S. Geological Survey, ffote. — See "Discharge measurements" in station description. 308 Water Powers of Alabama; Second Report. Discharge rating table for Tennessee River at Florence, Ala., from October 1, 1894, to September SO, 1913. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec-feet. —1.00 6,400 6.00 58,300 13.00 144,900 20.00 267,300 — .90 6,810 6.10 69,320 13.10 146,340 20.10 259,060 — .80 7,230 6.20 60,350 13.20 147,780 20.20 260,830 — .70 7,660 6.30 61,380 13.30 149,230 20.30 262,600 — .60 8,100 6.40 62,420 13.40 160,680 20.40 264,370 — .60 8,650 6.60 63,470 13.50 162,140 20.60 266,160 — .40 9,020 6.60 64,520 13.60 163,600 20.60 267,930 — .30 9,600 6.70 65,680 13.70 166,070 20.70 269,720 — .20 9,990 6.80 66,660 13.80 156,540 20.80 271,510 — .10 10,490 6.90 67,720 13.90 158,020 20.90 273,300 .00 11,000 7.00 68,800 14.00 159,600 21.00 275,100 .10 11,520 7.10 69,890 14.10 160,990 21.10 276,900 .20 12,050 7.20 70,990 14.20 162,480 21.20 278,710 .30 12,590 7.30 72,090 14.30 163,980 21.30 280,620 .40 13,140 7.40 73,200 14.40 166,480 21.40 282,330 .50 13,700 7.50 74,320 14.50 166,990 21.50 284,160 .60 14,280 7.60 76,440 14.60 168,600 21.60 285,970 .70 14,870 7.70 76,670 14.70 170,020 21.70 287.800 .80 15,470 7.80 77,710 14.80 171,640 21.80 289,630 .90 16,080 7.90 78,860 14.90 173,070 21.90 291,460 1.00 16,700 8.00 80,000 16.00 174,600 22.00 293,300 1.10 17,330 8.10 81,150 15.10 176,140 22.10 296,140 1.20 17,970 8.20 82,310 15.20 177,680 22.20 296,980 1.30 18,620 8.30 83,470 16.30 179,230 22.30 298,820 1.40 19,280 8.40 84,640 16.40 180,780 22.40 300,670 1.60 19.960 8.60 85,820 15.50 182,340 22.60 302,520 1.60 20,620 8.60 87,000 16.60 183,900 22.60 304.370 1.70 21,300 8.70 88,190 16.70 185,470 22.70 306,220 1.80 21,990 8.80 89,390 15.80 187,040 22.80 308,080 1.90 22,690 8.90 90,690 15.90 188,620 22.90 309,940 2.00 23,400 9.00 91,800 16.00 190,200 23.00 311,800 2.10 24,120 9.10 93,010 16.10 191,790 23.10 313,670 2.20 24,850 9.20 94,230 16.20 193,380 23.20 316,640 2.30 25,690 9.30 ' 96,460 16.30- 194,980 23.30 «17,410 2.40 26,340 9.40 96,680 16.40 196,580 23.40 319,290 2.50 27,100 9.60 97,920 1^.50 198,190 23.60 321,170 2.60 27,860 9.60 99,160 16.60 199,800 23.60 323,060 2.70 28,630 9.70 100,410 16.70 201,420 23.70 324,930 2.80 29,410 9.80 101,670 16.80 203,040 23.80 326,820 2.90 30,200 9.90 102,930 16.90 204,670 23.90 328,710 3.00 31,000 10.00 104,200 17.00 206,300 24.00 330,600 3.10 31,810 10.10 105,470 17.10 207,940 24.10 332,600 3.20 32,630 10.20 106,760 17.20 209,680 24.20 334,400 3.30 33,460 10.30 108,030 17.30 211,230 23.30 336,300 3.40 34,280 10.40 109,320 17.40 212,880 24.40 338,210 3.60 36,120 10.50 110,620 17.60 214,640 24.50 340,120 3.60 35,960 10.60 111,920 17.60 216,200 23.60 342,030 3.70 36,810 10.70 113,230 17.70 217,870 24.70 343,940 3.80 37,670 10.80 114,560 17.80 219,640 24.80 345.860 3.90 38,630 10.90 116,870 17.90 221,220 24.90 347.780 4.00 39,400 11.00 117,200 18.00 222,900 26.00 349,700 4.10 40,280 11.10 118,540 18.10 224,680 26.10 361,620 4.20 41,170 11.20 119,880 18.20 226,270 25.20 363,640 4.30 42,060 11.30' 121,230 18.30 227,960 26.30 356,470 4.40 42,960 11.40 122,680 18.40 229,650 26.40 357,400 4.60 43,870 11.60 123,940 18.60 281,360 26.60 369,330 4.60 44,780 11.60 126,300 18.60 233,060 26.60 361,260 4.70 46,700 11.70 126,670 18.70 234,760 25.70 363,190 4.80 46,630 11.80 128,040 18.80 236,470 26.80 365,120 4.90 47,660 11.90 129,420 18.90 238,180 26.90 367,060 6.00 48,600 12.00 130,800 19.00 239,900 26.00 369,000 6.10 49,460 12.10 132,190 19.10 241,620 26.10 370,940 5.20 60,410 12.20 133,580 13.20 243,360 • 26.20 372,880 5.30 61,370 12.30 134,980 19.30 246,080 26.30 374,820 5.40 62,340 12.40 136,380 19.40 246,810 26.40 376.770 6.60 63,320 12.50 137,790 19.60 248,560 26.60 878.72Q 5.60 64,300 12.60 139,200 19.60 260,290 26.60 380,670 5.70 65,290 12.70 140,620 19.70 262,040 26.70 382,620 6.80 66,290 12.80 142,040 19.80 263,790 26.80 3841680 6.90 57,290 ^mit zm-m /liciV§&ft g) 266:640 26.90 386,640 Tennessee River at Florence, Ala. 309 Discharge rating table for Tennessee River at Florence, Ala., from October 1, lS9i, to September 30, 19 IS— Continued. Gage Dis- Gage Dis- Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. 1 Sec.-feet. Feet. Sec-feet. Feet. Sec.-feet. Feet. Sec.-feet. 27.00 388,600 29.60 440,130 32.20 493,120 34.80 647,220 27.10 390,460 29.70 442,140 32.30 495,190 34.90 649,310 27.20 392,420 29.80 444,160 32.40 497,260 36.00 551,400 27.30 394,380 29.90 446,180 32.60 499,330 36.10 663,600 27.40 396,350 30.00 448,200 32.60 601,400 36.20 555,600 27.50 398,320 30.10 450,220 32.70 603,470 36.30 657,700 27.60 400,290 30.20 452,240 32.80 506,540 35.40 669,800 27.70 402,260 30.30 454,260 32.90 607,620 36.60 661,900 27.80 404,240 30.40 466,290 33.00 609,700 36.60 664,000 27.90 406,220 30.B0 468,320 33.10 611,780 35.70 666,100 28.00 408,200 30.60 460,350 33.20 613,860 35.80 668,200 28.10 410,180 30.70 462,380 33.30 615,940 35.90 670,300 28.20 412,160 30.80 464,420 33.40 618,020 36.00 672,400 28.30 414,140 30.90 466,460 33.50 520,100 36.10 574,510 28.40 416,130 31.00 468,600 33.60 622,180 36.20 676,620 28.60 418,120 31.10 470,540 33.70 624,260 36.30 578,730 28.60 420,110 31.20 472,580 33.80 626,340 36.40 680,840 28.70 422,100 31.30 474,620 33.90 528,420 36.50 682,960 28.80 424,100 31.40 476,670 34.00 630,500 36.60 686,060 28.90 426,100 31.50 478,720 34.10 632,690 36.70 687,170 29.00 428,100 31.60 480,770 34.20 634,680 36.80 689,280 29.10 430,100 31.70 482,820 34.80 536,770 36.90 691,390 29.20 432,100 31.80 484,880 34.40 638,860 37.00 693,600 29.30 434,100 31.90 486,940 34.60 540,960 38.00 614,700 29.40 436,110 32.00 489,000 34.60 643,040 39.00 636,0fi0 29.50 438,120 32.10 491,060 34.70 645,130 40.00 667,400 Note. — The above table is not applicable for periods during which ice was present or channel was obstructed. It is based on eight discharge measurements listed in the table on page 157 and upon the other discharge figures listed in the lower table on page 157. The rating table is well defined between discharges 11,000 and 275,000 second-feet (gage heights 0.0 and 21.0 feet.) Use this table to three significant figures only. Digitized by Microsoft© 310 Water Powers of Alabama; Second Report. Rating tahle for Tennessee River at Florence, Ala., from October 1, 1913, to September SO, 1915. Gage Dis- Gage Dis- ; Gage Dis- Gage Dis- height. charge. height. charge. height. charge. height. charge. Feet. Sec.-feet. Feet. Sec.-feet. Feet. Sec-feet. Feet. Sec-feet. —1.00 6,650 4.30 42,000 9.60 96,000 14.90 164,400 -^ .90 7,000 4.40 42,850 9.70 96,200 16.00 166,900 — .80 7,350 4.60 43,700 9.80 97,400 16.10 167,400 — .70 7,750 4.60 44,650 9.90 98,600 15.20 168,900 — .60 8,150 4.70 45,400 10.00 99,800 16.30 170,400 — .50 8,550 4.80 46,260 10.10 101,000 16.40 171,900 — .40 8,950 4.90 47,100 10.20 102,200 15.50 173,400 — .30 9,400 6.00 48,000 10.30 103,400 15.60 174,900 — .20 9,850 5.10 48,900 10.40 104,600- 15.70 176,400 — .10 10,300 5.20 49,800 10.50 105,800 16.80 177,900 .00 10,800 6.30 60,700 10.60 107,000 16.90 179,400 .10 11,300 5.40 51,600 10.70 108,200 16.00 180,900 .20 11,800 6.50 62,500 10.80 109,400 16.10 182.400 .30 12,300 5.60 53,400 10.90 110,600 16.20 183,900 .40 12,800 5.70 54,300 11.00 111,800 16.30 186,400 .60 13,350 6.80 65,200 11.10 113,100 16.40 186,900 .60 13,900 5.90 56.100 5'/,000 11.20 114,400 16.50 188,400 .70 14,600 6.00 11.30 116,700 16.60 189,900 .80 15,100 . 6.10 67,900 11.40 117,000 16.70 191,400 .90 15,700 6.20 68,800 11.60 118,300 16.80 192,900 1.00 16,300 6.30 59,700 11.60 119,600 16.90 194,400 1.10 16,900 6.40 60,600 11.70 120,900 17.00 196,900 1.20 17,500 6.50 61,600 11.80 122,200 17.10 197,400 1.30 18,160 6.60 62,400 11.90 123,500 17.20 198,900 1.40 18,800 6.70 63,300 12.00 124,800 17.30 200,400 1.50 19,500 6.80 64,300 12.10 126,100 17.40 201,900 1.60 20,200 6.90 66,300 12.20 127,400 17.60 203,600 1.70 20,900 7.00 66,300 12.30 128,700 17.60 205,100 1.80 21,600 7.10 67,300 12.40 130,000 17.70 206,700 1.90 22,360 ' 7.20 68,300 12.50 131,300 17.80 208,300 2.00 23,100 7.30 69,300 12.60 132,600 17.90 209,900 2.10 23,850 7.40 70,300 12.70 133,900 18.00 211,600 2.20 24,600 7.50 71,300 12.80 136,200 18.10 213,100 2.30 26,350 7.60 72,300 12.90 136,500 18.20 214,700 2.40 26,100 7.70 73,300 13.00 137,800 18.30 216,300 2.60 26,900 7.80 74,400 13.10 139,100 18.40 217,900 2.60 27,700 7.90 76,600 13.20 140,400 18.60 219,500 2.70 28,600 8.00 76,600 13.30 141,800 18.60 221,100 2.80 29,300 8.10 77,700 13.40 143,200 18.70 222,700 2.90 30,100 8.20 78,800 13.60 144,600 18.80 224,300 3.00 30,950 8.30 79,900 13.60 146,000 18.90 226,900 3.10 31,800 8.40 81,000 13.70 147,400 19.00 227,500 3.20 32,660 8.50 82,100 13.80 148,800 19.10 229,100 3.30 33,600 8.60 83,200 13.90 160,200 19.20 230,700 3.40 34,350 8.70 84,300 14.00 151,600 19.30 232,300 3.50 35,200 8.80 86,400 14.10 163,000 19.40 233,900 3.60 36,060 8.90 86,600 14.20 154,400 19.60 236,500 3.70 36,900 9.00 87,800 14.30 166,800 19.60 237,100 3.80 37,750 9.10 89,060 14.40 167,200 19.70 238,700 3.90 38,600 9.20 90,200 14.50 168,600 19.80 240,400 4.00 39,450 9.30 91,400 14.60 160,000 19.90 242,100 4.10 40,300 9.40 92,600 14.70 161,400 20.00 243,800 4.20 41,160 9.60 93,800 14.80 162,900 Digitized by Microsoft® Tennessee River at Florence , Ala. 311 Daily gage height, in feet, of Tennessee River at Florence, Ala. Day Oct. Nov. Dec. Jan. F<>b. Mar. Apr. May June July Aug. Sept. 1872 1 2 3 4 B 6 9ZZZ..'.'~. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 '.'....'Z 0.0 — .2 — .1 .1 .2 .1 .0 — .2 — .1 — .2 — .4 — .5 — .5 — .5 — .4 — .4 — .4 — .5 — .6 — .6 — .7 — .7 — .7 — .8 — .7 — .8 — .8 — .8 — .8 — .7 — .6 "is" 2.2 2.0 1.7 1.4 1.2 1.0 .9 .7 .7 .9 1.3 1.8 1.8 1.8 1.8 1.6 1.4 1.1 1.0 1.0 .9 .9 1.1 — .4 — .3 — .3 — .3 — .4 — .4 — .4 — .4 — .3 — .3 — .2 .3 .8 1.2 1.5 1.4 1.0 .6 .4 .3 .3 .2 .1 .0 .0 .3 .1 .5 .4 .4 1.2 1.2 1.8 1.3 1.2 1.3 1.2 1.1 1.0 .9 .8 .6 .6 .6 .6 .6 .5 .5 .3 .2 .2 .2 .4 .2 .3 .4 .5 .7 1.3 1.6 1.8 .5 .6 .8 .8 .6 .6 .5 .6 .4 .3 .3 .3 .3 •.2 .1 .2 .0 .5 1.2 4.0 11.9 15.2 15.8 16.2 16.4 15.9 13 J. 7.3 6.6 1.9 2.6 3.3 4.5 5.8 6.2 6.1 5.9 5.5 5.0 4.5 4.1 8.6 3.2 3.0 2.7 2.4 2.2 2.2 1.8 1.8 1.8 1.8 1.8 1.9 1.8 1.8 1.6 1.3 1.7 1.7 6.1 5.6 5.4 6.2 6.6 7.9 8.8 9.2 9.1 8.4 7.6 6.8 6.1 5.4 5.0 4.7 4.5 4.6 4.6 4.7 5.4 6.2 6.8 7.4 9.1 10.2 # 8.7 7.8 1.9 2.0 1.8 1.5 1.3 1.7 1.9 2.9 3.2 3.5 4.0 4.4 .4.6 4.6 4.7 4.6 4.5 5.0 6.6 6.1 6.4 5.8 5.3 4.8 4.3 4.0 3.8 3.5 3.3 3.3 3.2 3.2 3.4 3.7 4.0 4.2 4.5 4.8 6.6 6.6 6.6 8.4 9.4 9.9 9.5 8.4 7.2 6.6 6.2 6.1 6.9 5.4 5.2 5.2 5.4 6.8 6.9 6.6 6.3 4.9 18.6 16.8 15.6 13.9 12.1 10.4 9.1 8.2 7.6 7.0 6.6 6.4 6.4 6.3 6.4 6.6 6.6 6.3 6.0 6.8 7.8 8.5 8.9 9.0 8.7 9.6 9.8 11.4 12.1 4.6 4.3 4.0 3.7 3;7 4.1 6.2 6.2 9.7 11.3 10.9 10.3 11.0 11.6 10.9 10.4 9.7 9.2 8.6 8.0 7.2 6.8 6.8 7.6 7.8 7.0 6.0 6.2 4.6 4.2 3.8 3.5 3.3 S.O 2.9 2.7 2.6 2.6 2.4 2.2 2.0 1.8 1.7 1.5 1.4 1.3 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.3 3.2 3.8 3.3 2.9 2.8 2.6 2.5 3.6 8.0 7.6 7.0 7.6 7.2 6.6 6.4 6.4 6.9 8.0 9.4 10.4 10.5 9.6 8.0 6.7 6.8 5.2 4.7 4.3 3.9 3.6 3.4 3.6 4.0 4.7 3 5.1 ^ 5.0 4.5 4.1 2.4 2.2 1.9 1.5 1.2 1.0 .8 .8 .7 2.8 4.0 3.4 2.8 3.3 4.3 4.0 3.6 3.0 2.5 2.0 1.6 1.4 1.3 1.1 1.0 .8 .6 1.0 3.1 4.0 4.0 3.4 2.8 2.2 1.8 1.6 1.3 1.2 1.3 1.2 1.0 .9 1.0 7.7 10.8 9.6 7.6 5.9 5.8 6.6 5.9 5.2 4.5 3.7 3.1 2.6 2.3 2.0 1.7 1.4 1.2 3.7 3.6 4.3 6.1 6.4 5.7 4.8 4.0 3.6 3.8 3.7 3.3 2.7 2.3 1.9 1.6 1.6 1.6 1.4 1.2 1.2 1.1 1.2 1.5 1.6 1.5 1.4 1.0 .8 .8 .8 1.0 1.0 .9 .7 .5 .4 .3 .2 .2 .2 .2 .4 .2 .2 .3 .3 .4 .4 .4 1.4 2.7 2.7 2.6 2.5 2.0 1.5 1.1 .8 .6 .4 .3 1.0 1.3 1.3 1.2 1.2 1.3 1.2 1.0 .8 .7 .6 .6 .5 .6 .6 .6 .6 .6 .7 1.0 1.0 1.0 .7 .8 1.0 l.Z 1.3 1.3 1.2 1.1 1.0 0.3 .3 .3 .3 .4 .4 .2 .1 .0 — .1 — .3 — .3 — .5 — .5 — .5 — .4 — .4 — .2 — .1 .0 — .1 — .2 — .3 — .4 — .2 — .4 — .5 — .2 — .2 .0 31 1873 1 7.0 6.3 6.8 5.4 5.0 5.1 7.5 9.4 11.9 13.4 14.2 17.0 19.2 19.3 18.6 '19.8 20.6 20.6 21.0 22.2 22.6 22.9 22.7 22.2 21.7 21.0 20.8 (pfoy 12.5 12.4 11.9 10.2 10.7 9.8 8.8 7.8 7.1 6.6 6.2 5.8 6.6 5.4 5.2 5.0 4.7 4.5 4.3 4.2 4.1 4.0 4.0 3.8 3.6 3.4 3.2 2.9 3.7 3.6 3.6 3.7 3.6 3.4 3.2 2.9 3.2 3.6 3.7 3.8 4.4 4.4 4.6 6.8 6.7 6.4 6.2 6.4 4.8 4.4 3.8 3.4 3.6 4.0 3.6 3.5 3.8 3.8 1.0 2 3 4 5 6 .8 7 .5 .5 .6 8 9 10 11 .5 .4 .3 .2 .2 12 13 14 15 16 .1 .0 — .1 .2 — .1 17 18 19 20 21 — .1 — .2 .0 — .2 — .2 22 23 24 25 26 — .2 27 o 28 o 90 — .1 30 81 312 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1874 1 —0.0 — .0 — .1 .1 .4 .6 .3 .1 — .1 — .2 — .3 — .4 — .4 — .4 — .3 — .3 — .3 — .4 — .2 — .4 — .4 — .4 — .4 — .2 — .2 .0 1.4 2.6 1.6 1.0 .9 1.6 1.4 1.6 2.1 2.6 2.9 2.7 2.0 1.5 1.1 .8 .6 .6 .6 .6 .4 .4 .3 .2 .2 .1 .3 .8 1.3 1.4 1.2 1.0 .8 .6 .6 .3 1.7 2.2 1.9 1.6 1.4 1.2 .9 .7 .6 .5 .4 .8 .3 .3 .2 .3 .2 .9 .8 .9 2.4 4.9 4.9 5.9 6.8 5.4 4.4 5.2 5.8 5.6 6.2 4.6 3.8 3.6 4.2 3.7 4.7 6.9 6.8 6.2 6.2 6.2 6.1 6.0 6.6 6.0 4.8 4.6 4.5 4.2 3.9 3.6 3.7 4.6 4.6 4.6 4.8 4.8 4.6 4.1 3.8 4.9 4.9 5.9 6.0 6.6 5.0 4.3 3.8 3.3 3.0 2.7 2.6 2.5 2.4 2.3 2.3 2.2 2.1 2.0 2.3 8.4 4.3 6.9 6.5 6.4 6.0 6.4 4^- 4.0 8.8 3.4 3.2 3.0 2.9 3.0 _ 3.8 5.6 7.6 9.0 10.8 11.2 10.5 9.6 8.6 8.2 7.6 7.0 6.6 6.0 6.5 4.9 4.5 4.3 6.2 5.8 6.4 7.2 7.7 8.0 8.0 8.4 3.9 4.3 5.6 6.8 8.8 9.9 10.1 9.8 8.8 7.7 6.6 6.1 6.6 5.2 4.9 4.7 4.4 4.2 4.0 3.8 3.5 3.3 3.1 3.4 6.0 6.2 7.6 'l4.6 17.0 9.0 9.0 8.4 7.7 7.0 6.5 6.2 6.1 5.9 5.7 6.4 5.0 4.8 6.6 6.8 7.0 7.6 9.1 10.2 10.2 9.8 9.2 9.6 8.8 7.6 7.1 7.0 7.7 9.5 11.8 12.2 12.2 12.2 12.2 13.6 12.6 11.5 10.6 10.1 9.4 8.5 7.6 6.8 6.8 7.3 7.4 8.0 9.8 12.8 15.6 17.9 18.4 17.9 17.6 17.2 16.0 13.8 11.6 9.7 24.4 26.4 27.6 28.1 28.7 29.0 29.3 29.4 28.8 28.0 26.8 25.6 24.0 22.2 20.2 18.9 16.8 16.0 16.8 16.9 20.9 22.2 22.1 21.8 21.1 21.0 21.6 /#^< 21.1 18.6 9.4 9.2 8.5 7.7 7.0 6.4 6.4 8.6 14.7 16.0 17.6 17.2 16.7 17.6 22.1 25.7 26.0 25.2 23.9 23.3 22.9 22.4 23.6 24.2 23.5 22.8 21.9 20.9 20.2 20.0 20.0 20.0 20.0 20.2 19.8 19.2 17.9 16.7 16.6 14.5 13.0 11.0 9.2 8.0 7.1 6.5 6.0 5.6 6.3 5.0 4.7 4.4 4.2 3.9 3.7 3.6 3.4 3.2 3.2 3.1 3.0 10.0 11.8 12.8 12.8 11.5 10.0 8.3 7.4 6.6 6.2 6.0 5.6 5.3 6.0 4.8 4.6 4.2 4.0 3.7 3.5 3.4 3.3 3.2 3.1 3.0 3.0 2.9 ^3.0 !)2.9 2.7 2.7 2.9 2.7 2.6 2.5 2.4 2.6 2.8 2.7 2.7 2.6 2.7 2.9 2.6 2.4 2.6 3.0 3.4 3.7 3.4 2.9 2.6 2.3 2.0 1.7 1.5 1.3 1.2 1.1 1.0 .9 0.9 1.0 1.4 1.5 1.5 1.4 1.2 1.2 1.0 .8 .7 .6 .9 1.2 1.0 .8 1.0 1.2 1.3 1.6 1.4 1.2 1.1 .9 .8 .8 .7 .8 1.2 1.7 2.4 2.8 2.9 2.8 3.1 3.1 3.0 2.8 2.8 3.0 3.0 3.4 3.5 3.7 4.2 6.2 6.5 7.8 10.1 11.0 10.2 8.2 6.4 6.6 6.0 4.8 5.8 7.3 7.9 7.4 6.8 6.8 3.6 5.0 6.4 5.1 4.2 3.2 2.6 2.0 1.5 1.2 1.2 1.7 2.1 1.7 1.2 .9 .8 .6 .4 .2 .1 .1 .1 .0 .0 .2 .2 .5 1.2 2.6 4.0 4.8 3.9 3.4 3.0 3.0 3.6 3.7 4.2 4.0 3.4 3.0 2.8 2.4 2.2 2.2 3.2 4.7 6.4 6.8 7.6 7.6 7.0 6.1 5.1 4.2 3.5 3.0 2.8 2.7 2.7 2.6 7.5 2 , 3 10.4 10 4 4 8 3 5 6.0 6 4.5 7 3.6 8 2.9 9 2.3 10 1.8 11 . 1.4 12 1.2 13 1.0 14 .8 15 .6 16 .5 17 .6 18 .6 19 .4 20 .3 21 .4 22 .6 23 .9 24 1.1 26 1.2 26 1.2 27 1.4 28 1.8 29 2.2 30 2.0 31 1875 1 .2 .2 .1 .1 .1 .1 .1 .0 .0 .0 i .7 .8 1.6 2.2 2.3 2.1 1.8 1.5 1.2 1.2 1.3 2.6 3.0 4.9 6.8 7.0 6.6 6.8 17.0 17.1 17.8 18.9 18.2 16.4 13.4 10.2 8.2 7.0 6.4 6.4 6.3 6.2 7.7 8.5 8.7 8.6 7.8 7.0 6.7 6.6 6.7 11.6 20.0 22.9 24.0 16.7 15.4 16.4 15.2 16.1 16.1 14.8 14.1 12.9 11.4 11.2 11.6 11.0 10.9 10.8 10.1 9.2 8.3 7.5 6.9 6.6 6.9 6.8 6.3 6.2 6.4 7.6 7.6 2.6 2.4 2.2 2.0 2.0 2.1 2.3 2.7 3.1 3.0 3.0 3.0 8.0 2.8 2.5 2.2 1.9 1.6 1.6 1.6 1.7 2.1 2.3 2.2 2.3 2.7 3.0 3.0 2.9 3.7 2.3 2 2.0 3 1.7 4 1.4 5 1.3 6 1.2 7 1.1 8 1.0 9 .9 10 .8 11 .8 12 .8 13 .8 14 .6 16 .7 16 .7 17 1.2 18 1.8 19 6.4 20 7.9 21 7.6 22 8.6 23 8.0 24 6.4 26 4.9 26 3.9 27 8.3 28 2.8 29 2.5 2.2 31 Tennessee River at Florence, Ala. 313 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day 1 Oct. Nov. Dec. Jan. Feb. Mar. 1 Apr. | 1 1 May June July Auff. Sept. 1876 1 2.0 1.8 1.7 1.6 1.5 1.4 1.3 1.3 1.4 2.2 3.0 2.8 2.4 1.9 1.7 1.4 1.2 1.1 1.0 .9 .9 .8 .8 .7 .7 .7 .6 .5 .6 .6 .4 1.0 .8 .6 .4 .3 .2 .0 .0 .0 — .1 — .1 — .2 — .2 — .2 — .4 — .5 — .5 — .5 — .5 — .5 — .6 — .3 — .2 — .2 — .2 — .2 — .1 .6 .9 .7 .4 0.4 .4 .4 .8 1.0 1.4 1.8 2.0 2.7 8.3 4.1 4.6 4.7 4.9 5.7 6.0 5.8 6.4 5.2 5.1 4.7 4.2 4.1 4.3 6.3 5.3 5.4 5.7 6.6 5.4 6.3 5.1 4.8 4.6 4.6 5.4 7.0 8.4 8.9 8.6 8.0 7.5 7.0 6.6 6.0 5.6 5.0 4.5 4.0 3.7 3.4 3.2 3.0 2.9 4.6 7.0 7.2 9.8 14.2 17.8 19.0 1.0 .8 .6 .5 .5 .6 .6 .4 .2 .2 .1 .1 .1 . •" — .1 — .2 — .2 .0 .0 .2 .4 .3 .2 .3 .3 .2 .3 .6 .9 18.9 19.2 19.7 19.8 19.0 16.8 13.4 10.2 8.2 7.0 6.4 5.9 6.4 6.2 4.9 4.5 4.4 4.4 7.2 7.4 7.5 9.2 10.0 10.2 9.8 9.0 9.0 9.9 10.3 10.6 9.9 .9 1.0 .7 .7 .4 .6 .4 .4 .2 .7 2.4 3.2 3.6 3.9 4.2 6.1 8.8 10.7 12.4 13.4 15.0 16.4 15.6 15.7 16.8 15.8 15.2 ?^ 7.9 6.4 9.9 11.1 11.9 11.9 11.9 11.3 10.6 9.5 8.7 8.2 8.1 8.0 8.0 8.9 10.4 10.7 11.6 12.4 13.1 13.1 12.2 10.4 8.8 7.8 7.4 7.0 6.8 6.4 6.0 6.7 6.3 6.1 4.8 4.6 4.3 4.3 4.1 4.2 4.1 4.3 5.4 6.0 6.8 6.5 5.8 11.7 14.1 14.8 15.2 14.7 13.7 12.0 10.8 11.3 11.9 12.1 12.8 13.0 12.6 12.0 1.5 1.6 1.8 2.1 2.4 3.0 3.6 3.6 3.5 4.4 5.7 7.8 9.6 10.1 9.8 8.9 8.5 8.3 8.0 7.4 6.9 6.6 6.4 6.0 6.8 6.8 6.0 ViMc 8.7 10.0 11.8 14.8 15.1 14.6 13.6 12.0 10.4 8.9 7.8 7.1 6.5 6.0 6.6 5.7 6.1 6.6 7.6 9.0 8.9 8.2 7.5 6.9 6.4 5.9 6.4 6.0 4.7 4.6 4.3 4.2 4.6 7.5 12.2 13.1 13.0 12.8 11.6 11.3 11.7 12.6 13.0 13.6 13.7 13.2 12.1 10.2 8.6 7.6 6.3 6.1 5.6 6.3 6.4 5.2 5.0 4.9 B.O 6.1 6.3 6.6 6.6 13.2 12.0 10.4 8.8 7.8 7.1 6.4 6.0 6.9 6.8 5.7 5.7 6.9 6.0 6.8 6.2 4.8 4.3 4.0 3.7 3.5 3.3 3.1 2.9 2.7 2.6 2.4 2.3 ) 2.1 1.9 1.8 7.4 6.9 6.2 5.8 6.5 5.2 5.4 5.6 5.5 5.2 4.7 4.1 3.6 3.7 3.7 3.5 3.5 3.2 4.5 9.5 11.4 12.4 12.4 10.4 7.8 6.4 5.6 5.0 5.3 6.2 5.0 4.8 4.4 4.0 4.0 4.6 5.2 5.2 6.0 4.8 4.6 4.1 4.0 3.6 3.2 2.9 3.0 2.7 2.6 2.7 2.6 2.6 2.9 2.8 2.8 2.8 2.6 2.3 2.8 2.8 2.0 1.6 1.6 1.8 1.9 1.7 1.4 1.2 1.0 .9 .7 .6 '.8 .6 .5 .6 1.1 1.1 3.9 3.2 2.1 1.5 1.5 2.2 3.0 3.1 3.2 3.3 3.0 2.7 2.3 1.8 1.6 1.7 2.2 3.6 3.2 3.1 3.1 3.4 3.7 3.3 3.0 2.7 2.9 2.8 2.5 2.1 1.8 1.8 1.8 1.7 1.6 1.5 1.4 1.2 1.1 1.0 .9 .9 .9 .8 1.8 1.6 1.2 1.0 .7 .6 .6 .7 .5 .6 .4 .2 .1 .1 .1 .1 .0 .0 .1 .3 .3 .4 .6 .4 .5 .3 .1 .0 .1 .4 .5 0.8 2 .8 3 .7 4 .6 6 .6 6 .7 .8 8 9 10 11 .7 .5 .4 .2 12 .2 13 .2 14 .2 16 16 .3 .4 17 .4 18 .4 19 .3 20 .3 21 .3 22 .2 23 .2 24 .2 26 .4 26 .5 27 .4 28 .4 29 .6 .9 1877 1 .4 .3 .0 .0 — .1 — .2 — .2 — .3 — .2 — .2 — .2 — .2 — .2 — .3 — .3 — .3 — .2 — .3 — .3 — .4 — .2 — .3 — .2 — .1 .0 .2 .4 .8 1.3 1.2 5.6 6.0 4.5 4.3 5.0 6.1 5.6 6.2 4.7 4.2 3.8 3.5 3.2 3.0 2.8 2.7 2.5 2.3 2.2 2.0 1.9 1.8 1.8 1.6 1.6 1.5 1.5 m. 10.2 10.3 10.6 9.2 8.9 8.8 8.3 13.9 17.8 19.4 19.2 17.9 17.7 17.9 17.8 17.1 15.9 14.5 13.6 12.1 10.4 9.7 9.8 10.2 10.4 10.0 11.0 sMc 14.5 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.2 2.0 3.2 2.8 2.4 2.0 1.9 2.3 3.8 6.0 3.9 3.6 3.0 2.6 2.6 2.4 2.4 2.6 3.0 2.9 2.4 2.0 1.7 .4 9 .2 3 .1 4 .0 5 6 .2 .6 1.3 8 1.0 9 10 11 1.0 12 13 .7 1.0 14 15 16 ' .... 1.2 1.0 J7 18 19 20 21 4.2 3.4 2.2 1.8 1.7 22 23 24 25 26 1.6 1.3 1.1 1.3 2.0 27 28 29 30 31- 314 Water Powers of Alaba/ma; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July AuB. Sept 1878 1 2.0 1.5 1.1 .6 .4 .2 .1 .2 .4 1.3 2.1 2.0 1.7 1.6 1.2 1.1 .9 .7 .6 .5 .8 1.3 1.4 1.3 1.3 1.6 1.6 .1.7 1.6 1.4 1.4 .0 — .1 — .1 — .2 — .4 — .6 — .4 — .4 — .5 — .4 — .3 — .3 — .3 — .2 — .1 — .1 .1 — .1 .0 .0 .0 .0 — .1 — .2 — .1 — .1 .0 .1 2.6 3.3 2.7 1.4 2.4 6.4 6.3 6.6 6.7 6.4 6.4 4.8 4.4 4.0 3.5 3.3 3.4 3.8 4.0 4.0 3.3 2.9 2.7 3.0 4.0 4.3 5.0 6.7 6.2 6.9 8.8 9.6 9.2 8.2 6.8 6.6 4.9 4.3 3.9 3.9 4.4 4.9 6.2 4.9 4.6 4.0 3.6 3.3 3.0 2.8 2.6 2.4 2.2 2.0 2.0 1.8 2.3 5.6 . 5.2 5.1 5.9 6.7 8.0 9.4 11.4 11.4 11.3 10.7 10.0 8.9 8.0 7.2 7.0 8.9 9.1 8.8 8.6 8.7 8.2 8.2 8.3 8.4 8.4 8.0 7.5 6.8 6.4 6.0 6.0 6.2 6.3 6.0 !f'l 4.2 9.3 8.8 8.2 8.1 8.0 7.3 6.4 5.8 6.1 4.6 4.5 4.7 5.3 6.7 8.3 9.1 8.8 8.0 7.1 6.6 6.3 6.9 6.4 6.0 4.8 4.9 5.0 6.0 6.4 5.4 5.4 4.1 4.0 4.6 4.9 6.3 5.2 5.1 4.2 5.8 8.8 10.8 14.4 19.3 20.0 19.5 19.4 19.8 20.4 21.4 21.4 20.4 17.8 15.0 12.4 10.2 8.6 7.4 6.6 9.1 7.0 8.9 9.8 9.7 8.8 7.6 6.8 6.1 5.8 6.4 7.0 8.2 9.1 9.1 8.6 7.6 7.0 6.6 6.1 5.8 6.2 9.0 9.7 9.9 10.3 11.6 12.2 11.8 10.2 8.5 7.2 6.6 6.2 5.8 6.8 5.9 5.8 5.5 5.4 5.7 7.3 7.8 7.4 7.4 7.7 7.8 7.3 6.6 5.7 6.1 4.6 4.3 4.0 3.7 3.4 3.7 5.0 6.6 6.0 9.9 9.2 8.6 8.3 7.6 6.9 6.2 5.6 5.2 4.8 4.6 4.3 4.2 4.0 3.8 3.8 4.0 4.6 4.8 4.5 6.2 6.9 9.2 9.6 9.0 8.2 8.0 T 4.6 4.2 3.9 3.7 3.5 3.4 3.3 3.3 3.5 3.8 3.8. 3.8 4.4 5.2 5.6 5.6 6.2 4.7 4.3 6.4 7.8 7.3 6.7 10.2 12.2 13.6 12.8 11.1 9.2 7.8 7.0 6.3 6.6 5.1 4.8 4.6 4.6 4.4 4.5 4.8 5.0 4.8 4.4 4.1 3.7 3.4 3.2 3.0 3.0 2.8 2.8 3.1 3.8 4.5 4.1 3.9 3.1 2.8 2.4 2.2 2.2 3.4 3.2 3.0 2.9 2.9 2.7 2.6 2.5 2.4 3.4 3.7 3.4 2.9 3.0 3.1 3.0 4.0 3.6 3.4 3.4 3.6 3.8 3.8 3.6 3.4 3.0 2.7 ^2.5 ?)2.2 1.9 1.7 2.2 2.3 2.3 2.2 2.1 1.7 1.5 1.3 1.4 1.4 1.4 1.2 1.3 1.4 1.4 1.6 1.8 2.2 2.4 1.9 1.7 1.4 1.2 1.0 1.0 .9 1.0 1.0 1.0 .8 0.8 .7 1.2 1.6 1.1 1.2 1.2 1.0 .9 1.0 .8 .5 .6 .6 .6 .5 .4 .3 .3 .4 .3 .2 .1 .0 .0 — .1 — .2 — .2 — .1 — .2 — .2 .2 .2 .2 .1 .2 .2 .2 .2 .1 .1 '.0 .0 .0 .0 .0 .0 .0 .3 .2 .2 .2 .1 .0 .1 .3 .4 .4 .2 .4 .3 —0.2 — .8 .0 .6 1.1 1.1 1.0 .8 .6 .3 .1 .0 .0 — .1 — .2 -^ .2 — .2 .0 .4 1.1 1.3 1.0 .8 .6 .2 .2 1.2 1.2 1.0 .6 .5 .3 .5 .5 1.2 1.9 2.1 2.4 2.6 2.6 2.0 1.6 1.3 1.2 1.2 1.1 1.0 .8 .7 .4 .4 .6 1.6 2.2 2.0 1.7 1.3 1.0 .8 1.1 1.6 1.8 2 3 1 4 4 . . . 1 6 5 1 4 6 1 3 7 1.1 8 . . 1 9 g 10 3 11 . 12 2 13 — .3 14 — .4 IB . 5 16.. 17 — .6 — .7 18 — .8 19 6.0 20 .... 4.1 21 2.9 22 1.9 23 1.4 24 1.0 25 1.2 26 .8 27 .4 28 .2 29 .2 30 .1 31 1879 1 2.0 1.5 1.2 1.0 1.1 1.1 1.1 1.0 .8 .7 .5 .3 .2 .2 .0 .0 — .1 — .1 .0 .0 .1 .0 .2 .3 .4 .7 .9 2.8 7.2 10.4 9.4 9.6 9.7 9.8 10.0' 11.2 10.5 10.2 10.0 9.6 9.4 9.4 8.7 7.8 7.2 6.8 6.7 10.1 12.1 13.1 13.7 13.6 12.8 12.2 11.2 10.4 10.4 10.3 5.6 5.3 5.6 6.0 6.3 6.4 6.1 5.5 5.1 5.3 7.4 8.0 8.1 7.9 7.6 7.2 7.4 7.5 7.4 7.2 6.8 6.4 6.0 5.7 6.4 6.0 4.6 4.2 1.5 1.5 1.5 1.8 1.6 1.5 1.4 1.3 1.2 1.1 1.0 .9 .8 .8 - .8 1.0 1.1 1.1 1.1 1.0 1.0 .8 .8 .6 .6 .6 .4 .4 .3 .2 2.3 2 2.2 3 3.6 4 .... 2.2 6 2.0 6 1.9 7 .... 1.5 8 .... 1.2 9 1.0 10 1.0 11 .... 1.0 12 .8 13 .8 14 6 15 . 4 16 .2 17 .2 18 1 19 20 .... 21 22 23 24 26 ... — .2 — .3 — .3 — .3 — .4 — .4 — .4 26 27 28 29 30 .... 31 Tennessee River at Florence, Ala. 315 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1880 1 —0.5 — .5 — .5 — .5 — .5 — .5 — .4 .0 .3 — .1 — .3 — .3 — .4 — .2 .0 .4 .8 1.2 1.0 .8 .7 6.3 7.8 6.8 5.5 4.3 3.3 2.6 2.2 1.9 1.6 .5 .8 1.3 1.6 1.3 1.1 .9 .7 .6 .6 .4 .3 .3 .3 .3 .2 .2 .2 .2 .1 .1 .0 .0 .1 .1 .1 .0 .1 .1 .5 1.3 1.3 1.1 1.0 .8 .7 .6 .5 .4 .4 .3 .3. .2 .2 .2 .5 .6 .9 2.1 3.7 3.2 3.4 3.5 3.3 2.8 2.3 2.0 1.6 1.6 1.9 2.2 2.3 2.5 3.5 3.6 8.6 6.2 8.6 7.8 6.6 5.9 7.6 11.2 13.0 13.6 14.4 14.0 13.1 12.9 12.8 12.2 10.8 9.0 9.1 12.5 13.5 14.6 15.0 15.0 14.8 14.2 12.8 10.7 15.4 16.4 16.2 16.9 18.1 17.5 16.9 14.6 13.7 12.2 10.2 8.0 6.6 5.6 5.2 6.0 6.8 7.1 6.9 7.0 6.9 6.5 6.0 6.6 6.4 shi 6.2 6.1 4.7 10.6 8.3 6.8 6.0 5.3 5.0 9.2 11.0 14.2 14.3 13.2 12.2 10.8 9.6 8.5 7.6 6.8 6.4 6.0 5.5 6.2 5.2 5.4 5.6 5.3 4.8 4.5 4.2 3.9 3.7 3.5 4.4 4.0 3.5 3.0 2.8 3.1 3.9 5.1 6.4 7.7 8.9 9.5 9.4 9.3 9.2 8.9 8.3 7.6 7.3 1.8 11.0 12.1 12.4 13.0 13.4 13.0 11,8 gikze 6.S 6.0 3.4 3.4 4.7 6.7 6.6 6.3 6.1 5.8 5.2 4.8 4.4 4.1 4.8 6.3 5.7 7.3 11.4 13.2 14.2 14.3 12.8 9.6 7.5 6.4 5.7 6.5 7.2 6.3 6.2 7.4 7.7 7.5 8.8 11.0 12.0 12.6 15.0 15.7. 15.2 15.1 15.8 18.0 19.2 20.6 23.6 24.4 24.5 23.8 23.1 22.8 22.6 22.4 21.9 20.7 18.2 14.7 11.0 8.8 7.7 6.9 7.4 7.4 7.3 7.1 6.6 6.1 5.7 5.4 6.1 5.0 4.8 4.8 4.6 4.6 4.5 4.8 10.2 14.1 15.3 17.2 17.4 16.7 16.2 16.1 13.2 11.0 /wire 7.1 7.2 6.4 6.2 11.0 14.5 15.3 14.5 14.0 13.2 11.8 10.2 9.0 7.9 7.1 6.4 6.8 5.5 6.0 6.6 8.3 9.9 10.2 10.0 9.8 9.5 8.8 9.1 11.4 11.2 11.4 12.0 _ 6.9 6.5 6.3 6.2 6.2 6.0 5.7 5.8 6.1 6.0 5.7 6.0 8.6 12.5 13.6 13.6 13.6 13.4 12.6 11.1 9.4 8.3 7.4 6.8 6.6 6.4 8.7 11.7 11.2 10.9 10.4 9.8 9.0 8.0 7.0 6.3 5.6 5.0 4.6 4.4 4.1 3.9 3.7 3.5 3.3 3.1 2.8 2.6 2.6 2.8 2.6 2.6 3.2 3.6 4.2 4.8 4.8 4.4 8.2 7.6 7.3 6.6 6.4 6.8 7.8 6.6 6.0 5.8 6.3 6.0 4.8 4.4 4.0 3.7 3.5 3.3 3.0 2.8 2.6 2.5 3.1 3.1 3.0 3.3 3.2 5 3.1 2.8 2.6 2.6 4.3 4.2 4.8 4.8 4.5 4.3 3.8 3.5 3.3 2.9 2.6 2.4 2.2 2.0 1.9 1.7 1.6 1.6 1.3 1.2 1.1 1.1 1.0 1.0 .9 .9 .8 .8 1.1 1.3 1.1 .9 .9 1.2 1.9 1.9 3.6 4.4 3.9 3.5 3.1 2.6 2.2 1.9 1.7 1.7 1.6 1.2 1.2 1.6 1.7 1.5 1.2 1.0 .8 .8 .9 1.1 1.4 1.2 1.1 1.4 1.4 1.4 1.3 1.4 1.7 1.9 1.9 1.7 1.5 1.3 1.1 1.0 .9 .8 .7 .7 .8 .8 .9 .9 .9 .8 .9 1.1 .9 .8 .6 .6 .6 .8 0.8 .6 .5 .4 .3 .2 .2 .4 1.0 1.6 2.0 2.0 1.7 1.5 1.6 1.8 2.1 2.0 1.6 1.3 1.1 1.0 1.4 1.4 1.3 1.4 1.4 1.3 1.2 1.2 1.2 .7 .7 .6 .5 .6 .5 .4 .4 .3 .4 .4 .4 .5 - .7 1.3 1.2 1.0 .8 .6 .6 .5 .5 .5 .5 .4 .4 .3 .3 .4 .4 .4 1.0 2 1.1 3 1.7 4 1.4 B 1.2 6 1.0 7 1.1 8 1.2 9 1.4 10 1.3 H 1.2 12 1.1 13 1.0 14 1.0 15 1.2 16 1.6 17 1.6 18 1.5 19 1.3 20 1.1 21 .9 22 .7 23 .6 24 .4 25 .4 26 .3 27 .9 28 .8 29 .7 30 .6 1881 1 .8 .5 .4 .5 .7 .9 1.4 1.6 1.2 1.7 3.1 3.3 2.9 2.8 2.8 2.7 2.5 2.3 2.1 1.8 1.6 1.3 1.2 1.1 .9 .8 .8 .9 3.6 7.5 5.4 6.3 5.4 5.5 6.9 7.8 7.8 7.4 7.7 8.2 9.8 11.6 12.6 13.1 13.6 13.8 13.4 12.1 11.4 12.0 10.6 10.4 10.7 10.6 10.2 9.1 cfty 2.2 2.2 2.1 2.0 2.1 2.1 2.4 2.6 3.0 3.8 3.4 3.2 3.2 3.2 2.8 2.4 2.2 2.1 2.2 2.2 2.2 2.0 1.9 1.8 1.6 1.6 1.7 1.6 2.0 1.5 .4 2 .3 3 .3 4 .3 5 .4 6 .3 7 .4 8 .4 9 .4 10 .3 11 .2 12 .1 13 .1 14 .0 15 .3 16 .3 17 .6 18 19 .5 20 . . .5 21 . . .4 22 3.6 23 -.. 24 6.4 5.8 25 4.4 26 3.3 27 2.6 28 - 29 2.0 1.6 30 1.6 31 316 Water Powers of Alabama,; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. | Apr. May June July Aug. Sept. 1882 1883 1.5 1.4 1.4 1.4 1.4 1.2 1.0 .9 .8 1.2 1.1 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.6 2.1 2.1 1.9 1.8 1.6 1.6 1.4 1.4 1.8 2.3 5.0 5.8 6.5 5.0 4.1 4.0 4.3 4.0 4.2 4.9 5.2 6.2 6.0 4.7 4.3 3.8 3.3 3.0 2.8 2.8 4.6 4.4 4.4 6.8 6.7 6.8 6.3 1.4 1.3 1.2 1.2 1.4 1.6 1.6 1.6 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.4 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.7 1.7 1.8 2.1 6.4 4.6 4.0 3.7 3.8 4.4 4.4 4.2 4.0 3.6 3.2 3.0 2.7 2.6 3.1 6.0 8.0 10.5 11.0 10.8 9.6 12.0 14.4 15.2 15.4 14.6 13.5 12.2 11.6 11.3 2.4 2.6 2.8 2.9 2.7 2.4 2.2 2.0 1.9 1.9 1.8 1.8 1.8 1.8 1.8 2.0 2.1 2.1 2.1 2.2 2.0 2.0 2.2 2.8 3.6 6.3 6.4 6/ 11.4 11.4 11.0 10.2 9.2 8.8 11.4 13.6 16.3 16.6 18.4 19.8 20.6 23.2 22.9 23.8 26.0 26.7 27.9 27.3 28.4 29.6 28.7 28.0 26.9 25.6 25.0 24.7 26.6 23.9 21.8 3.6 3.2 2.8 2.8 2.8 3.0 3.7 6.6 7.0 8.6 9.2 9.1 8.3 7.4 20.6 19.6 19.2 20.2 21.8 21.4 20.0 19.0 19.1 18.8 17.8 17.7 19.9 19.3 18.3 17.6 16.9 16.4 15.7 16.2 14.8 13.6 12.4 11.2 10.2 9.3 9.1 12.2 9.7 7.3 6.8 6.2 7.3 7.3 8.1 10.0 11.2 12.0 11.5 8.0 I 10.7 9.0 10.4 11.8 12.5 13.2 16.2 18.2 18.4 18.4 18.8 19.6 20.0 4.9 4.2 17.0 14.6 10.3 10.0 9.6 9.0 8.4 7.9 17.8 7.8 7.8 9.3 8.8 11.6 12.4 12.7 13.4 14.0 14.5 15.2 13.9 14.7 19.3 I 18.0 I 17.0 16.0 15.8 16.6 14.6 13.2 11.8 10.4 9.3 8.6 8.3 8.1 7.9 7.6 7.4 7.2 7.2 7.8 8.3 8.8 9.6 7.8 7.2 6.6 6.0 6.5 5.2 6.0 7.6 7.6 7.6 7.9 7.9 7.3 6.7 6.4 6.0 5.6 6.1 4.8 4.6 4.3 4.0 3.9 3.7 3.7 3.6 v/g-. 4.8 6.1 9.9 9.5 8.7 7.8 7.0 6.4 6.0 6.0 7.4 7.0 6.8 6.8 7.0 7.0 6.6 6.2 5.7 6.2 5.0 4.7 4.6 4.4 5.6 8.0 8.6 9.0 8.7 8.1 7.7 7.3 7.1 9.0 11.2 13.1 14.2 14.7 14.9 14.6 13.2 13.1 13.0 13.3 14.5 14.0 13.6 13.6 13.1 12.2 12.0 12.0 11.5 11.1 12.2 14.0 16.2 16.8 16.6 1' 17.5 6.6 6.9 6.3 4.9 4.5 4.2 4.0 3.8 3.6 3.6 8.0 6.2 6.3 6.0 5.2 5.0 4.7 4.7 6.3 6.6 6.2 6.1 6.3 4.7 4.2 4.0 4.2 4.3 5.4 5.6 6.2 16.4 13.8 10.8 6.6 6.0 6.6 6.0 4.8 4.4 4.2 4.0 3.8 3.8 3.6 3.6 3.3 3.2 3.1 3.1 3.1 3.0 2.9 2.8 6.4 6.7 6.4 6.6 6.0 5.6 6.0 4.4 3^ 3.6 3.2 2.9 2.8 2.7 2.7 3.0 3.0 3.1 4.1 6.0 4.9 4.3 3.8 3.6 3.4 3.1 3.0 5)3 2.8 2.6 2.6 2.4 2.4 2.2 2.2 2.1 2.3 3.3 3.6 4.2 6.0 4.6 4.8 4.8 4.7 4.2 3.7 3.2 2.8 2.6 2.2 2.2 2.2 2.2 2.6 2.4 2.2 2.9 2.9 2.9 3.4 3.6 4.2 4.6 4.2 4.0 3.2 2.9 3.0 3.0 2.4 2.4 2.6 3.1 3.8 3.4 3.1 2.6 2.6 2.6 2.6 2.4 2.2 2.2 2.1 2.3 2.1 2.2 2.4 2.4 2.2 2.1 2.0 1.8 1.7 1.6 1.6 1.7 1.7 1.7 1.8 1.8 2.2 2.2 2.0 1.9 1.7 1.6 1.6 1.5 1.4 1.2 1.2 1.0 1.0 .9 2.2 2.2 2.4 3.2 3.3 3.7 4.0 4.0 3.8 3.6 3.1 2.9 2.7 2.6 2.4 2.2 2.4 2.6 2.1 2.0 2.2 2.8 2.8 2.6 2.2 2.2 2.2 2.0 2.0 2.1 2.4 1.1 1.2 1.3 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 .9 1.1 1.2 1.1 1.0 1.1 1.3 1.4 1.4 1.3 1.1 1.0 2.6 2.8 3.2 3.9 4.0 4.0 3.4 3.0 2.8 2.8 2.4 2.6 2.8 5.0 10.0 11.7 11.6 9.4 6.6 4.7 3.7 3.0 2.7 2.6 2.4 2.S 2.2 2.0 2.0 1.8 .8 .7 .7 .6 .6 .6 .4 .4 .4 .4 .4 .4 .4 .4 .4 .4 .4 .4 .4 1.0 1.0 1.0 Tennessee River at Florence, Ala. 317 Duilii gage height, in feet, 0/ Tennessee Tiicci- at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. 1 Apr. 1 May June July Aug. Sept. 1884 1 1.2 1.3 1.3 1.1 1.0 1.0 1.0 .9 .9 1.0 1.2 2.8 2.6 2.0 1.5 1.3 1.1 1.0 .9 .9 .9 .8 .8 .8 .8 .6 .6 .6 1.1 1.8 1.8 .3 .3 .3 .3 .3 .3 .3 .3 .3 .2 .2 .2 .2 .2 .3 .5 .5 1.3 1.2 1.2 1.5 1.8 1.8 1.5 1.3 1.2 1.0 1.3 1.8 2.8 2.4 2.1 1.9 2.0 2.0 1.9 1.6 1.5 1.6 2.8 4.2 6.1 8.4 9.5 8.7 7.2 6.8 4.8 4.1 3.6 3.1 2.8 2.4 2.3 2.4 4.2 4.5 4.4 4.1 3.7 3.5 3.2 3.0 2.7 2.7 2.7 3.3 3.8 3.9 4.0 4.9 9.0 8.8 8.6 9.2 9.7 9.7 8.8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 1.0 1.3 1.5 1.9 2.0 2.5 2.6 2.8 3.2 5.6 6.2 8.1 9.8 9.6 5.8 4.8 4.0 7.8 6.8 6.1 5.6 5.1 4.8 4.6 4.1 3.6 3.4 3.2 5.2 6.2 6.7 9.0 11.2 10.8 10.8 11.6 12.6 12.4 12.1 11.9 12.9 13.4 12.9 11.3 10.8 9.7 9.0 8.3 3.4 3.0 2.8 2.6 2.6 2.8 3.8 4.4 5.0 6.3 5.7 6.2 8.3 9.3 11.6 14.0 16.2 17.6 17.7 17.8 17.7 17.4 16.1 14.4 11.2 10.9 11.8 11.2 10.1 11.0 12.0 13.0 14.2 16.0 15.4 .16.5 17.6 20.7 21.4 22.6 22.6 23.0 24.0 24.2 24.0 23.7 23.2 22.6 22.0 21.2 20.4 19.7 19.0 18.0 16.0 13.5 11.4 10.2 9.1 8.4 8.1 7.8 7.7 12.5 14.7 19.1 21.0 21.3 21.2 23.2 24.6 26.2 26.2 24.9 24.5 24.0 23.3 22.4 21.0 19.0 17.6 17.6 17.3 17.4 17.3 17.0 16.1 16.3 14.2 7.8 7.5 7.2 6.8 6.4 6.2 6.0 6.8 5.4 4.9 4.5 4.2 4.1 4.3 4.2 4.4 4.6 5.2 6.0 6.4 6.4 6.0 5.6 5.2 4.8 4.5 wMc 4.1 4.6 4.6 13.0 11.2 10.3 8.8 8.0 7.5 7.0 6.7 6.2 6.0 5.5 5.3 6.2 6.5 14.2 14.1 13.6 13.2 13.6 13.5 12.0 10.8 10.2 10.1 10.6 10.5 10.6 11.3 12.7 12.1 11.3 10.4 9.6 9.0 8.6 8.8 9.3 9.3 9.2 8.8 7.9 7.1 6.3 5.7 5.3 4.9 4.6 4.4 4.2 4.0 3.7 3.5 3.5 3.2 3.2 3.2 3.1 3.0 3.0 3.0 3.2 3.4 3.2 3.0 3.0 2.9 2.8 2.8 2.8 2.8 2.8 2.8 3.6 8.6 3.6 3.2 3.0 2.7 2.4 2.4 2.2 2.2 2.2 2.1 2.1 2.8 3.1 ^ 4.0 i) 6.4 6.6 7.3 9.0 3.1 3.0 2.7 2.7 2.6 2.6 2.6 2.6 3.0 3.5 3.9 3.7 4.0 6.0 6.0 6.2 6.2 5.8 5.2 4.6 4.1 3.7 3.3 2.9 2.6 2.6 2.7 3.0 3.3 6.4 7.4 7.7 6.8 5.9 5.3 6.0 4.9 4.7 4.3 4.3 4.9 4.4 4.1 3.8 4.1 3.8 3.8 3.4 3.0 2.6 2.3 2.2 2.2 2.2 2.0 1.8 1.6 1.8 2.0 2.6 2.6 2.7 2.8 3.1 3.2 3.2 3.0 4.0 3.7 3.6 3.8 3.8 3.6 3.6 4.0 3.5 3.1 2.8 2.5 2.5 2.8 2.8 2.6 2.0 1.8 1.7 1.7 1.7 1.8 1.6 1.6 1.6 3.0 4.0 4.7 5.3 6.4 6.3 4.4 3.9 3.3 2.7 2.3 2.0 1.9 1.9 2.0 2.0 1.9 1.7 1.6 1.6 1.3 1.3 1.1 1.1 1.0 1.0 1.0 1.1 1.1 1.1 1.0 1.6 1.9 1.9 1.6 1.5 1.5 1.4 1.4 1.6 1.6 1.4 1.4 1.5 1.5 1.3 1.2 1.4 1.8 2.4 2.4 2.0 1.7 1.4 1.3 1.1 1.0 .9 .9 .8 .8 .7 1.0 2 1.0 3 1.0 4 1.4 5 1.4 6 1.2 7 1.1 8 1.1 9 1.0 10 .9 11 S 12 .8 13 .8 14 .8 16 .8 16 .8 17 .8 18 .8 19 .7 20 .6 21 .6 22 .6 23 .6 24 .6 25 .6 26 .6 27 .6 28 .6 29 .6 30 .6 31 1885 1 .6 .5 .5 .4 .5 .6 .6 .8 8.9 8.0 7.0 6.3 5.8 6.6 5.3 6.2 5.4 5.9 6.7 6.4 6.7 7.2 7.2 7.2 7.0 6.5 6.5 5.9 6.6 6.2 4.8 5.0 5.2 6.8 cffey 4.5 4.6 4.8 6.3 5.4 5.1 5.0 5.0 4.9 4.6 4.4 4.1 3.9 3.8 3.6 3.2 3.1 3.7 4.5 4.6 4.6 7.4 9.3 8.4 6.8 6.5 SQik 3.8 3.6 9.5 10.2 11.3 11.3 10.2 8.0 6.3 6.2 4.5 4.2 4.0 3.6 4.0 4.4 4.0 3.7 3.3 3.5 3.5 3.0 3.0 4.6 4.6 4.0 3.2 3.0 3.2 3.6 3.1 3.0 .8 2 .8 3 .7 4 .7 5 .7 6 .8 7 .8 8 .8 9 .7 10 .7 11 .7 12 .7 13 .7 14 .7 16 . . .7 16 .6 17 .6 18 .6 19 .6 20 .6 21 .6 22 23 24 26 26 1.0 27 28 29 1.0 30 31 1.3 318 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. I I I Mar. I Apr. May- June July Aug. 1886 1.1 1.2 1.4 2.1 6.1 4.6 3.7 3.0 2.6 2.1 1.7 1.4 1.2 1.1 1.0 1.0 1.1 2.6 3.1 2.9 2.3 2.0 1.8 1.7 1.7 1.7 1.7 1.6 1.5 1.5 2.0 4.8 9.0 10.0 9.7 8.2 6.9 6.8 10.0 13.6 14.9 16.8 16.3 16.5 16.1 14.4 10.9 8.0 6.7 6.7 5.3 4.9 4.6 4.3 4.3 4.1 4.1 4.1 4.1 3.8 1.0 1.6 2.2 1.5 1.7 5.0 6.8 5.7 5.8 7.3 8.0 8.4 8.7 8.6 3.5 8.6 3.4 8.4 3.3 3.6 3.7 3.8 6.2 6.8 6.4 7.4 8.3 8.8 9.5 11.0 12.4 13.1 13.1 12.1 10.0 7.9 6.6 6.8 6.3 5.1 4.7 4.6 4.4 3.9 3.8 6.1 4.2 3.6 3.2 3.0 2.8 2.8 2.7 2.5 2.7 3.2 3.8 4.6 6.0 7.3 8.6 10.4 9.7 9.2 9.9 9.6 8.6 7.4 7.0 6.0 ?? 8.1 8.0 3.7 3.7 4.8 8.4 12.4 14.1 16.0 16.3 16.3 14.5 13.0 10.4 8.1 6.4 5.1 4.8 5.8 7.2 8.8 10.2 10.4 10.4 10.4 10.3 10.8 11.6 11.9 11.9 11.6 10.4 9.6 7.0 6.6 6.0 6.0 6.9 6.3 5.7 6.0 4.5 4.4 4.2 3.9 3.9 4.3 6.0 5.6 6.8 5.6 6.2 4.8 4.4 4.6 7.5 10.3 12.7 13.8 :^)^g[|ec*% 16.3 14.9 9.0 8.3 8.0 7.8 7.3 6.7 6.2 6.8 6.4 6.2 5.0 6.2 6.8 7.8 9.6 10.0 9.4 8.4 7.8 7.0 6.4 5.8 6.4 6.1 5.1 6.7. 13.0 12.4 11.8 12.1 11.9 11.9 12.8 13.3 12.6 12.3 11.1 10.0 9.0 7.6 7.8 8.8 9.8 10.8 11.0 11.2 12.8 13.9 14.6 17.4 17.3 16.8 17.8 7.3 7.9 8.0 7.5 7.0 6.4 6.8 5.5 6.0 4.6 4.4 4.2 4.0 4.0 ,3.9 3.9 3.9 3.9 3.9 5.5 6.6 6.9 8.6 9.7 9.9 9.5 10.8 11.7 16.8 20.9 17.5 17.4 17.3 16.6 16.1 12.5 11.4 10.9 10.2 10.8 12.6 13.8 14.3 14.0 12.8 10.8 9.0 7.6 6.7 6.1 5.6 6.3 6.1 4.8 4.6 4.3 4.2 4.3 4.3 4.4 22.6 23.8 24.2 24.3 24.8 26.4 27.5 28.1 28.0 27.6 26.8 26.0 25.3 23.9 21.9 18.7 14.4 10.8 5.9 6.5 6.2 5.0 4.8 4.6 4.6 4.6 4.7 4.9 4.9 4.8 4.7 4.6 4.4 4.4 4.4 4.3 4.2 4.0 3.7 3.6 3.4 3.2 3.0 3.0 2.9 3.0 3.0 3.4 6.5 8.2 10.8 4.5 4.3 4.3 4.3 4.8 6.8 7.3 8.7 8.3 8.2 9.5 10.6 9.8 9.5 8.0 6.4 5.5 5.0 4.6 4.7 6.4 6.8 6.2 6.7 7.0 6.6 6.3 6.2 5.8 7.1 6.4 7.0 7.8 7.4 6.4 5.4 5.0 4.7 4.3 4.5 4.7 4.6 4.3 4.2 4.3 4.3 4.2 4.0 3.6 3.2 3.0 2.8 2.8 2.8 6.6 6.3 6.3 5.3 5.1 6.1 5.1 5.3 5.6 6.2 7.0 7.2 8.4 8.8 8.3 8.0 8.0 8.0 8.5 8.5 10.0 9.0 8.4 9.5 11.0 10.8 9.7 8.6 8.0 7.0 2.9 2 8 Mfer(psb??0 2:6 ■ " 2.4 2.4 a 4 12.0 12.3 10.3 8.6 2.4 2.6 3.6 6.6 6.4 6.2 5.6 5.0 4.7 4.6 4.3 3.8 3.6 3.2 3.0 2.6 2.4 2.0 1.8 1.6 1.6 1.7 1.7 1.5 1.4 1.4 1.8 1.8 1.8 1.6 6.9 6.4 5.1 6.0 7.0 7.7 7.7 7.7 8.2 8.8 9.0 8.6 7.5 6.5 6.2 5.9 6.2 4.6 4.4 4.4 4.2 3.7 3.3 3.0 2.9 2.9 2.7 2.6 2.6 2.4 2.1 1.4 1.3 1.2 1.2 1.2 1.4 1.8 1.9 2.2 2.7 2.6 2.4 2.0 2.0 1.6 1.4 1.4 1.2 1.1 1.0 1.0 .9 1.0 .9 1.0 1.2 1.4 1.6 1.6 1.6 IK 2.0 2.0 2.3 2.5 4.1 6.2 6.0 4.5 4.3 4.3 4.2 3.8 3.4 2.9 2.5 2.3 2.3 2.2 2.1 2.1 2.2 2.2 2.4 2.3 2.5 2.5 2.5 2.3 2.1 2.0 2.0 1.6 1.6 1.6 1.5 1.8 4.4 6.2 6.0 4.9 4.6 3.8 3.3 3.0 2.8 2.6 2.2 1.9 1.6 1.4 1.4 1.5 1.4 1.8 2.0 2.0 2.0 1.6 1.5 1.6 1.4 9 4 Tennessee River at Florence, Ala. 319 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1888 1 0.7 .8 .8 1.0 1.4 1.5 1.4 1.2 .9 .8 .8 .6 .6 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .7 .7 .8 .8 1.0 1.4 2.0 2.3 2.5 2.2 2.0 1.8 1.6 1.5 1.4 1.5 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.8 2.7 3.0 3.0 2.6 2.6 2.3 2.2 2.1 2.4 2.9 4.8 8.2 10.6 11.4 11.3 2.2 1.9 1.6 1.3 1.1 1.0 .9 .8 .8 .8 .8 .8 .7 .7 .7 .7 .8 .8 .8 .7 .7 .7 .7 .7 .6 .6 .6 .6 .6 .6 0.6 .6 .6 .6 .6 .7 .7 .8 1.0 1.0 1.2 1.6 2.4 2.6 2.2 2.2 2.3 2.3 2.6 2.9 3.0 3.0 2.8 2.6 2.4 2.3 2.2 2.1 2.3 2.8 3.2 4.0 3.8 3.6 3.4 3.2 3.0 2.9 2.8 2.6 2.6 2.4 2.4 2.3 2.3 2.3 2.3 2.3 2.9 3.1 3.2 3.5 4.2 4.7 4.8 4.4 4.0 3.6 If' 3.0 7.1 10.0 11.1 12.0 11.8 10.3 8.4 7.0 6.5 6.9 7.2 7.4 9.5 10.8 11.2 12.2 12.8 14.6 15.6 16.2 16.4 16.5 16.1 14.6 12.0 9.6 8.2 7.0 6.4 5.8 6.4 3.5 4.6 4.9 5.0 5.3 7.4 8.4 8.6 9.4 10.4 10.4 10.1 9.6 8.8 8.1 7.4 9.1 9.6 9.2 8.9 8.5 8.1 7.6 7.4 7.3 7.3 8.1 .9.3 ^'^¥ 10.3 6.0 4.6 4.6 4.4 4.9 6.5 6.8 6.0 6.9 7.0 7.5 8.8 9.4 9.7 9.2 8.6 7.8 7.2 6.6 6.2 6.2 6.0 5.9 5.9 6.6 7.9 9.2 9.8 9.2 8.3 7.4 6.4 5.8 5.6 5.9 5.6 5.2 4.8 4.6 4.8 6.1 6.0 5.8 5.6 6.4 5.0 4.8 4.5 4.3 4.S 4.6 5.0 6.0 5.4 14.9 18.2 20.3 20.5 20.2 19.1 7.0 6.6 7.1 7.4 7.3 7.0 6.7 6.4 6.0 5.6 5.3 4.8 4.6 4.4 4.2 4.0 3.8 3.7 3.8 6.1 8.0 9.0 8.3 7.3 6.6 6.3 5.7 V?l|c 4.6 18.2 17.7 17.4 16.4 14.6 12.0 9.6 8.0 7.1 7.6 9.7 11.2 13.0 13.8 13.6 12.2 9.8 8.1 6.8 6.1 5.6 5.2 4.8 4.4 4.2 4.0 3.7 3.5 3.4 3.3 3.1 3.1 3.1 3.1 3.0 2.9 2.7 2.6 2.8 2.7 2.5 2.5 2.7 3.0 3.1 3.0 3.0 2.8 2.6 2.4 2.7 3.0 3.3 3.4 3.6 4.9 6.5 6.8 6.4 5.6 4.8 2.6 2.7 2.9 2.8 2.7 2.6 2.6 2.7 2.8 2.7 2.4 2.3 2.2 2.0 1.8 1.7 1.6 1.6 1.6 1.6 1.8 1.8 1.7 1.6 1.4 1.2 1.2 1.2 ?) 1.2 1.3 1.2 4.4 4.6 5.2 6.9 6.0 5.5 4.8 4.1 3.6 8.2 3.0 2.7 2.6 2.6 2.5 2.4 2.4 2.3 2.2 2.0 2.0 2.0 1.9 1.8 1.8 1.8 2.0 3.6 4.4 4.6 4.8 5.1 4.8 4.3 3.9 3.1 2.7 2.6 2.4 2.8 2.2 2.1 1.9 1.8 1.8 2.0 2.0 1.8 1.6 1.5 1.6 1.5 1.4 1.4 1.3 1.2 1.2 1.0 .9 .8 .7 2.4 2.6 3.0 3.5 4.0 4.0 4.4 4.9 5.0 4.6 3.9 3.3 4.3 8.7 4.8 4.5 4.7 4.7 4.4 4.3 4.3 4.1 3.6 3.0 2.6 2.6 3.0 2.9 2.6 2.8 4.6 0.7 .7 .7 .7 .8 1.2 1.2 1.1 1.2 1.4 1.3 1.2 1.1 1.0 1.1 1.2 1.2 1.1 1.1 1.1 1.0 .9 .9 .8 1.4 3.0 3.0 2.7 2.2 2.1 1.8 6.8 6.8 6.7 5.9 6.6 6.9 6.6 6.4 6.2 5.6 4.9 4.4 4.0 3.6 3.5 3.8 3.8 4.2 4.7 4.6 4.2 3.8 3.3 3.0 2.6 2.5 2.4 2.6 2.6 2.6 2.7 2 2 ... 2 4 3 2 6 4 4.2 5 5.4 6 . . . 5 5 7 5.2 8 6.2 9 5.5 10 5 6 11 6.2 12 6.2 13 6.9 14 6.2 16 7.0 16 6.8 17 . . 5.8 18 6.1 19 6.7 20 6.9 21 7.2 22 6.6 23 6.0 24 5.2 26 4.4 26 4.6 27 4.4 28 4.0 29 4.1 30 3.0 31 1889 1 ■ 9.9 8.2 6.6 5.6 6.0 4.6 4.4 4.3 5.3 6.6 9.6 12.3 13.4 13.2 12.1 10.0 8.6 9.0 9.8 9.9 9.5 8.4 7.4 6.6 6.0 5.5 5.1 4.9 4.4 4.2 10.0 9.1 8.3 7.2 6.7 6.8 5.4 6.0 4.6 4.5 4.2 4.0 3.8 3.7 3.8 7.5 14.8 18.7 19.6 19.7 19.6 18.9 18.8 18.5 17.1 14.4 10.8 4.4 4.2 4.0 8.8 3.7 3.6 3.5 3.4 3.2 3.0 2.8 2.7 2.7 2.7 4.2 5.8 7.4 7.6 6.8 6.6 5.0 4.4 4.0 3.6 3.4 3.2 2.8 2.7 1.6 2.0 4.0 5.6 7.3 7.0 5.4 4.2 3.8 3.1 2.8 2.8 2.8 2.9 3.0 3.5 5.2 7.0 7.6 7.6 7.5 7.4 6.7 5.8 5.1 4.4 3.8 3.1 2.6 2.4 2.6 2 2.9 3 3.8 4 5.2 6 5.0 6 8.0 7 7.9 8 8.4 9 7.8 10 6.3 11 6.0 12 3.9 13 3.4 14 3.0 15 2.8 16 2.6 17 . . 2.4 18 2.2 19 2.5 20 4.8 21 5.7 22 6.2 23 - 24 4.3 3.8 25 . 3.8 26 4.6 27 6.5 28 6.5 29 6.2 30 . ... 5.0 31 320 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. I Mar. I Apr. -I I May June July Aug. Sept. 1890 4.4 4.1 3.6 3.2 3.0 2.8 2.4 2.3 2.2 2.0 2.0 1.9 1.8 1.8 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.8 1.8 1.8 3.2 3.4 5.6 6.0 5.7 6.2 4.7 4.2 4.0 3.8 3.7 3.6 8.4 3.2 3.0 2.9 2.8 2.6 2.5 2.6 2.6 2.8 3.1 5.2 6.1 6.4 6.4 5.9 5.3 1.8 1.8 2.0 2.2 2.8 3.4 3.8 4.0 4.0 4.4 5.4 6.8 7.5 7.6 7.0 7.4 9.6 10.6 11.1 10.7 10.0 8^2 7.8 7.7 7.4 6.9 4.8 4.7 4.5 4.2 4.0 3.6 3.4 3.2 3.0 2.8 2.8 2.7 2.6 2.6 2.4 2.4 2.4 2.4 2.3 2.3 2.2 2.2 2.2 2.2 2.2 2.1 2.0 2.0 2.0 1.9 6.6 6.3 6.0 6.8 5.6 6.2 4.8 4.4 4.2 4.0 3.6 3.6 3.4 3.3 3.2 3.0 3.0 2.9 2.8 2.7 2.7 2.7 2.6 2.6 2.6 2.7 2.8 2.7 2.6 2.6 1.9 1.9 1.9 1.8 1.8 1.8 2.0 2.2 2.4 2.7 4.1 5.2 5.4 5.0 4.5 3.9 3.4 3.2 2.8 2.7 2.7 2.7 2.7 2.6 2.6 3.0 3.7 5.0 2.8 3.1 3.3 3.6 3.6 3.6 3.6 3.4 3.6 3.6 3.4 3.4 3.4 3.6 4.2 8.6 8.2 7.7 7.8 7.8 7.2 7.4 6.8 8.0 9.5 9.4 8.8 7.8 6.8 7.6 8.4 8.4 8.0 7.4 7.2 8.3 9.6 10.0 9.4 7.8 6.4 6.2 7.4 7.8 8.4 8.7 8.3 8.0 7.6 7.2 6.7 6.4 7.0 8.4 9.8 12.1 12.8 12.2 11.2 8.8 8.7 8.1 7.3 6.8 8.1 14.4 16.0 17.2 17.0 16.0 16.0 13.6 11.4 8.8 8.1 7.6 7.4 7.0 6.4 6.0 5.6 5.8 6.9 13.9 23.2 8.6 8.8 9.2 8.9- 10.8 12.4 14.0 15.8 16.8 16.2 16.8 16.6 17.4 18.8 19.0 19.4 20.6 21.0 20.9 21.2 21.6 21.8 21.5 20.6 19.8 18.6 17.2 16.3 16.1 16.4 16.8 1%V 22.6 23.2 23.3 22.6 22.9 23.2 23.0 21.9 19.6 16.2 21.8 10.3 9.8 11.7 11.4 10.4 10.3 10.9 11.6 11.8 11.4 11.7 13.6 14.3 14.7 16.2 15.7 16.1 15.8 14.3 12.2 16.5 15.3 14.4 13.4 12.5 12.2 16.2 21.8 21.8 22.0 22.1 21.7 21.6 22.0 22.2 22.0 21.2 19;8 17.8 14.9 12.6 10.4 9.4 8.7 8.4 8.6 9.2 9.6 10.7 I 13.4 11.6 11.1 10.4 11.2 11.4 11.1 11.2 11.1 10.7 10.1 9.2 8.3 8.5 6.8 6.4 6.1 6.8 6.0 6.4 8.2 10.6 11.8 11.6 10.3 9.0 8.4 8.2 8.2 7.6 7.2 14.0 13.1 12.8 12.6 12.3 11.9 11.0 9.9 9.1 8.6 9.6 10.0 10.0 9.6 9.2 9.4 9.4 8.6 7.8 7.2 6.8 6.7 6.6 6.8 6.4 6.0 6.8 5.6 6.5 6.6 6.8 6.4 6.4 6.4 6.2 5.9 6.7 6.4 6.1 4.9 5.3 6.0 6.1 6.4 7.0 7.8 8.1 8.3 8.6 7.7 7.0 6.4 6.0 5.0 4.8 4.4 4.3 4.1 4.0 3.8 3.7 3.3 3.2 3.1 3.0 3.0 2.9 2.9 2.9 3.0 3.2 3.2 3.2 3.1 2.9 2.8 6.3 4.8 4.4 4.0 3.7 3.7 3.8 3.8 3.8 3.7 3.7 3.4 3.2 3.0 2.8 2.8 2.7 2.7 2.6 2.6 2.4 2.4 2.4 2.4 2.4 2.5 2.6 2.6 2.6 2.8 2.8 2 7 2.7 2.7 6.3 6.0 6. 2.9 3.3 3.6 3.7 3.6 3.3 3.0 2.9 2.9 3.4 3.6 3.7 4.0 4.5 4.8 4.8 4.4 4.2 4.3 4.4 4.7 6.3 5.4 5.4 4.9 4.8 4.9 4.7 4.2 3.6 2.4 2.2 2.1 2.0 2.0 1.9 1.9 2.0 2.1 2.2 2.1 1.9 1.9 1.9 2.1 2.0 1.9 1.8 1.7 1.7 2.1 2.8 2.8 3.2 3.3 3.8 4.0 4.4 6.0 6.1 4.9 3.2 2.9 2.7 2.6 2.4 2.3 2.4 2.6 2.6 2.4 2.3 2.6 3.0 3.0 2.7 2.6 2.4 2.3 2.2 2.0 2.0 2.6 2.8 2.6 2.6 2.4 2.2 2.1 2.3 2.8 3.4 4.4 4.2 4.1 3.7 3.6 3.2 3.8 3.7 3.7 3.8 4.2 4.6 4.7 4.4 4.0 2.9 2.6 2.4 2.2 2.2 2.0 2.0 1.9 1.9 1.9 2.8 3.3 3.2 3.1 3.9 6.5 8.8 9.2 10.6 10.3 8.6 6.6 5.3 4.3 3.3 3.0 2.8 2.6 2.5 2.4 2.3 2.2 2.0 2.0 1.9 1.8 2.0 2.4 2.9 3.3 3.6 5.0 6.0 4.4 Tennessee River at Florence, Ala. 321 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1892 1 . ... 1.2 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.8 1.6 1.5 1.4 1.3 1.3 1.2 1.2 1.1 1.1 1.1 1.0 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 .9 .9 .9 .9 .8 .8 .8 .8 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.3 1.6 1.3 1.2 1.1 1.3 1.6 2.0 2.2 2.2 1.7 1.6 1.8 2.8 2.6 2.4 2.7 3.6 4.1 4.0 3.6 3.1 2.6 2.4 3.0 4.0 4.0 4.9 5.8 6.2 7.0 7.5 7.5 6.8 6.0 5.0 4.2 3.8 3.5 3.5 3.5 3.4 3.0 2.9 2.9 3.3 4.1 6.2 7.4 8.6 8.9 8.0 2.8 2.8 3.2 3.4 3.5 3.4 3.2 3.1 3.2 3.3 3.2 2.8 2.7 3.2 3.8 3.8 6.8 7.6 7.9 9.2 10.2 10.1 9.6 8.9 7.8 6.8 6:1), 4.6 4.0 3.6 7.1 6.6 6.6 6.9 7.0 7.0 7.0 6.8 6.9 7.2 7.6 8.2 10.0 12.8 14.8 15.8 16.6 17.4 18.4 19.6 20.0 19.8 18.6 17.0 15.0 13.2 10.0 8.8 7.5 6.7 6.1 3.4 3.7 3.7 3.7 3.8 4.3 4.4 4.1 4.0 3.6 3.3 3.0 2.6 2.5 2.4 2.4 2.4 2.0 2.0 2.0 2.1 2.0 2.0 2.1 2.4 2.7 3.3 3.6 5.6 5.2 4.8 4.6 4.4 4.2 4.8 7.4 8.2 8.1 8.6 9.2 8.8 8.1 7.4 7.0 6.6 6.4 6.6 6.9 7.8 8.9 9.0 8.8 8.2 7.4 6.8 6.1 5.6 5.2 5.0 4.6 4.5 4.3 4.2 4.2 4.5 5.4 5.7 6.0 6.2 6.2 6.2 6.9 5.6 5.6 6.4 7.3 7.6 7.9 8.1 8.2 8.8 8.4 8.6 8.7 8.6 8.5 8.4 8.1 8.3 7.6 7.2 7.7 8.4 8.2 7.8 7.7 7.6 7.8 8.2 9.0 9.8 9.8 9.7 9.0 7.4 7.3 6.6 6.0 5.6 5.2 5.0 4.6 5.2 5.6 * 6.0 4.8 7.7 7.4 9.3 8.2 9.5 16.2 22.2 23.9 23.6 23.1 22.4 21.6 21.4 21.6 20.8 18.4 14.6 11.0 9.6 9.6 12.3 15.6 15.7 14.4 12.9 11.6 10.6 10.2 10.0 9.6 8.6 7.7 7.2 6.6 6.1 5.8 5.6 5.6 5.0 4.8 4.6 4.4 4.2 4.2 4.0 3.8 3.7 4.0 5.3 4.8 4.6 4.6 4.7 4.8 4.8 5.0 6.3 6.6 6.0 4.6 4.4 8.4 9.0 10.2 18.0 13.8 14.8 16.0 16.6 17.0 17.1 16.3 14.0 11.4 8.9 7.8 7.4 7.0 6.7 7.0 7.2 6.5 5.9 5.4 4.9 4.4 4.0 4.2 5)4.1 6.7 6.6 6.2 4.4 4.4 5.2 6.4 5.2 5.5 6.4 6.7 6.6 6.2 6.0 5.7 5.4 6.3 5.1 4.6 4.0 3.5 3.2 3.0 3.1 3.3 4.6 5.4 5.2 6.4 5.0 5.0 6.2 6.0 5.0 4.8 4.5 4.4 4.2 4.7 6.6 7.8 11.2 12.5 11.0 9.8 9.2 8.8 9.2 8.4 8.2 7.3 6.6 6.2 5.8 6.6 6.1 4.6 4.2 3.8 3.6 3.4 3.1 2.9 2.8 3.0 2.8 2.6 2.5 2.6 2.8 2.8 2.6 2.4 2.2 2.3 2.2 2.1 2.0 1.9 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.8 1.9 2.2 2.6 2.6 2.4 2.0 1.8 2.0 3.0 3.2 2.9 2.8 2.7 2.6 2.8 3.0 2.8 2.4 2.2 2.2 2.2 2.2 2.0 2.1 2.1 2.5 2.4 2.0 1.8 1.8 2.0 2.0 2.6 2.4 2.2 2.4 2.6 2.8 2.8 1.8 1.6 1.6 1.5 1.6 1.8 2.0 1.9 2.0 2.4 2.4 2.2 2.0 2.0 2.1 2.0 1.8 1.6 1.7 2.4 2.6 2.2 2.0 1.6 1.5 1.4 1.3 1.3 1.2 1.2 1.1 2.6 2 2.4 3 2.1 4 .... 1.9 5 2.0 6 . . . 1.8 7 1.7 8 1.6 9 1.5 10 . 1.4 11 1.4 12 1.3 13 1.4 14 1.5 15 1.5 16 1.5 17 ... 1.4 18 1.4 19 2.0 20 . 2.8 21 .... 3.5 22 .... 3.8 23 ... . 3.2 24 . . . . 3.0 25 2.6 26 2.1 27 1.8 28 1.8 29 2.0 30 . 2.0 1898 1 .8 .8 1.0 1.1 1.3 1.2 1.2 1.2 1.7 1.9 2.4 3.0 3.9 4.2 3.8 3.2 3.0 3.2 3.8 4.2 4.4 4.2 3.8 3.4 3.0 2.9 2.6 2.5 2.7 2.9 4.0 5.0 7.0 8.0 7.4 6.4 6.0 6.6 6.3 6.1 5.6 8.5 10.4 12.7 14.4 16.6 20.7 20.7 20.7 20.7 20.2 20.2 20.2 20.2 19.4 16.8 4.4 4.3 4.2 4.0 4.1 4.3 4.6 4.6 4.4 4.2 4.0 4.1 11.0 15.2 18.2 17.2 16.0 11.5 9.2 7.6 7.2 7.1 6.8 6.4 6.0 6.0 7.0 7.8 13.0 12.8 11.8 10.0 9.6 14.0 14.0 13.8 13.4 13.7 13.2 11.9 9.4 7.2 6.0 6.2 4.7 4.4 4.1 4.0 3.8 3.7 3.7 3.7 3.8 4.0 4.0 3.8 3.5 3.2 1.1 2 .... 1.5 3 - 4.4 4 . 4.1 5 . - 3.6 6 .... 3.6 7 .... 3.4 8 . . 3.2 9 . 2.8 10 2.4 11 2.6 12 2.2 13 1.9 14 1.8 15 2.8 16 6.4 17 7.3 18 6.6 19 5.6 20 .... 4.6 21 . 3.8 22 3.0 23 2.6 24 2.2 25 2.1 26 1.9 27 1.8 28 1.7 29 1.6 30 1.6 31 322 Wate r Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dee. Jan. Feb. Mar. Apr. May June July Auk. Sept. 1894 1 . 1.4 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.6 1.6 1.6 1.5 1.6 1.4 1.3 1.4 4.0 4.4 3.8 3.0 2.4 2.1 1.8 1.8 1.7 1.8 2.3 2.4 2.2 .8 .8 .7 .7 .6 .6 .8 .9 .9 .9 .9 .8 .7 .7 .7 .7 .9 1.1 1.1 1.0 .9 .8 .4 .0 .0 .0 — .1 .0 .0 — .1 — .1 2.0 1.9 1.8 1.7 1.6 1,5 1.6 1.5 1.4 1.4 1.4 1.4 1.6 2.1 2.1 2.0 1.9 1.7 1.6 1.5 1.6 1.6 1.6 1.5 1.5 1.4 1.6 1.5 1.5 1.6 1.5 1.6 1.9 2.4 2.6 2.5 2.6 2.6 2.8 2.7 2.6 2.4 2.2 2.1 2.0 2.0 2.4 2.2 2.1 2.1 2.1 2.2 2.3 2.2 2.2 1.9 1.8 1.7 1.6 1.6 1.7 .1 .1 .1 .1 .1 .1 .0 .1 .1 .2 .4 .6 1.0 2.4 5.4 7.0 7.0 6.2 5.1 4.0 3.0 2.6 2.0 1.8 1.6 1.3 1.3 m 4.0 5.2 1.7 1.8 1.8 2.0 2.3 2.S 3.4 3.1 3.8 6.9 7.6 8.2 7.4 7.2 7.0 7.8 7.1 6.7 6.1 6.7 6.3 4.9 4.5 4.2 4.6 4.8 4.6 4.4 4.2 4.2 4.0 5.0 4.0 3.2 3.0 2.2 2.0 2.2 4.8 6.0 7.9 11.7 14.0 15.1 15.9 16.4 17.0 17.4 15.4 12.2 10.4 10.2 11.0 10.7 10.0 9.6 9.6 9.9 m 8.4 8.0 3.8 3.6 5.6 11.4 10.8 14.0 14.6 15.8 17.6 17.0 15.S 14.8 14.6 13.8 12.8 11.4 9.8 8.6 8.3 7.8 7.4 7.2 7.2 7.0 6.8 6.6 6.4 6.4 7.0 7.6 7.8 8.0 8.0 7.8 7.7 7.5 7.1 6.6 6.2 6.9 6.8 5.8 5.8 6.7 5.8 6.1 6.2 6.8 7.2 8.2 9.4 10.3 9.2 8.2 7.2 6.5 5.9 5.4 5.0 4.9 5.4 7.8 8.8 10.8 12.1 12.6 12.4 11.0 8.8 7.8 7.1 7.1 8.6 9.6 9.8 9.8 9.4 8.8 11.4 13.8 14.0 14.1 14.8 14.9 14.8 13.7 8.6 7.6 4.7 4.8 5.4 5.6 6.8 7.0 6.8 6.4 6.0 5.9 6.2 6.2 6.2 6.4 6.4 6.2 6.7 5.1 4.6 4.4 4.0 3.8 3.7 3.5 3.4 3.3 3.3 3.1 3.0 2.8 2.7 2.6 2.6 2.6 2.6 2.4 2.3 2.8 2.7 2.6 2.6 2.6 2.9 3.4 3.6 3.4 3.2 2.9 2.7 3.0 3.2 3.2 3.4 3.8 4.1 4.4 4.2 4.0 3.6 3.2 3.0 6.0 4.9 4.7 4.4 4.2 4.0 4.2 4.8 6.1 5.6 6.2 6.4 6.6 6.4 6.3 6.2 B 9 2.7 2.5 2.3 2.1 2.0 1.9 1.8 1.7 1.6 1.6 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.2 1.2 1.2 1.5 1.5 1.5 1.4 1.5 1.5 1.5 1.5 1.6 1.5 1.8 2.2 2.3 2.4 2.8 2.8 2.6 2.2 1.8 1.7 1.7 1.8 1.9 1.8 1.6 1.6 1.5 1.9 1.8 1.5 1.7 1.8 2.0 2.1 2.1 2.0 2.2 2.1 2.1 2.0 1.1 1.8 2.3 2.7^ 2.9 2.8 3.4 4.1 4.9 5.1 5.1 4.5 3.9 3.4 3.1 3.1 2.6 2.4 2.3 2.2 2.0 1.9 1.7 1.4 1.3 1.2 1.1 1.1 1.4 5.2 6.1 1.9 2.0 2.0 1.7 1.6 1.6 1.5 1.5 1.6 1.5 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.1 1.9 2.2 1.9 1.9 2.0 2.2 2.7 2.8 2.4 2.2 1.9 1.8 1.7 4.9 3.6 2.7 2.1 1.9 1.7 1.6 1.5 1.3 1.4 1.5 1.6 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.5 2.7 4.0 4.3 3.9 3.5 3.1 2.8 2.8 2.6 2.1 1.8 1.6 2 ... . 1.6 3 1.8 4 2.0 5 2.0 6 1.6 7 1.4 8 1.3 9 1.2 10 1.1 11 ' . 1.1 12 1.0 13 1.0 14 1.0 16 1.0 16 .9 17 .9 18 1.2 19 . . . . 1.3 20 1.3 .1 1.3 22 . 1.2 28 1.1 24 1.0 25 1.0 26 1.0 27 1.0 28 1.0 29 .9 30 .... .8 31 1896 1 .. — .1 — .1 .0 .1 .2 .3 .3 .2 .2 .2 .1 .1 .1 .0 .0 .0 .1 .0 .0 .0 .0 .0 .0 .0 .0 7.6 7.0 6.6 6.5 6.4 6.3 6.4 6.9 6.6 6.0 5.6 4.8 4.2 3.8 3.6 3.4 3.3 3.4 3.6 3.6 3.8 4.1 4.4 4.6 4.9 6.0 6.2 7.1 6.6 6.1 6.8 6.4 5.0 5.1 6.2 7.8 9.0 9.0 9.0 9.2 8.8 7.7 6.8 6 3 4.9 4.3 3.8 3.5 3.2 2.8 2.7 2.5 2.6 2.8 2.9 2.7 2.4 2.1 1.9 1.8 1.7 1.8 1.9 1.9 1.9 1.7 1.5 1.4 1.4 1.4 1.3 1.3 1.2 1.1 1.7 2 1.9 3 1.9 4 1.7 5 .... ■ 1.7 6 1.6 7 1.4 8 . .. 1.4 9 1.4 10 1.5 11 1.8 12 1.3 13 1.1 14 .9 15 .9 16 .9 17 1.2 18 6 a 1.4 19 6.8 7.0 8.0 7.9 7.2 6.3 6.7 6.4 6.5 6.4 6.4 4.8 4.6 4.6 4.6 4.4 3.8 4.2 6.0 ^ 6.2 ' 6.4 6.0 6.5 l.l 20 .9 21 . . .9 22 .S 23 .6 24 .6 25 .6 26 .5 27 ... . .4 28 .3 29 .2 30 .1 81 Tennessee River at Florence, Ala. 323 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1896 1 0.1 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 — .1 — .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 — .1 — .1 — .1 — .1 .1 .4 .4 .4 .6 .7 .8 .9 .9 .7 .6 .7 .5 .2 .0 .0 .0 .0 .0 .2 .2 .1 .2 .2 .2 .2 .2 .2 .1 .1 .1 .1 0.0 .0 .0 .0 .1 .1 .2 .2 .2 .3 .3 .3 .2 .2 .3 .5 .6 .6 .6 .4 .4 .4 .4 .2 .2 .2 .2 .3 .3 .3 0.2 .4 .4 .5 .5 .4 .4 .4 .4 .4 .4 .4 .3 .3 .5 .5 .5 .6 .5 .7 .5 .6 .6 .6 1.1 4.0 7.2 6.4 4.7 4.3 4.2 5.5 6.7 8.2 8.9 8.8 7.3 5.8 4.7 3.8 3.4 3.0 2.8 2.7 2.7 8.4 3.9 3.6 3.2 2.8 2.5 2.4 2.7 2.8 2.6 2.4 2.2 2.0 If 1.4 1.3 4.1 3.8 3.7 3.6 3.5 3.5 3.3 3.2 3.3 2.9 2.8 2.6 2.3 2.1 2.0 1.9 1.7 1.6 1.6 1.5 1.4 1.5 1.8 2.4 2.9 4.0 6.1 5.7 5.7 5.1 4.5 1.2 1.1 1.0 1.2 1.6 1.7 1.7 1.7 1.7 1.7 ■ 1.6 1.5 1.5 1.5 2.0 2.5 3.3 5.4 6.2 6.3 6.0 6.4 6.4 6.1 5.8 5.4 5.0 3.4 3.0 7.1 12.2 13.2 13.7 13.0 12.3 11.9 11.1 12.1 12.6 12.1 11.3 11.1 11.7 11.8 11.5 11.3 10.9 9.9 8.7 7.3 6.3 6.5 4.8- 4.4 3.9 3.7 3.5 3.4 8.6 3.3 3.3 3.1 2.9 3.0 3.3 3.7 3.3 3.1 3.0 3.0 2.9 2.9 3.1 4.9 7.5 7.2 8.7 11.7 12.7 12.7 11.7 10.1 8.9 7.9 7.3 6.6 6.1 5.8 6.6 16.8 17.1 15.4 11.2 9.0 9.6 13.0 14.1 14.6 15.8 17.1 19.8 21.0 22.3 22.8 24.2 25.1 26.3 31.6 30.6 28.6 27.2 26.3 24.2 23.0 21.8 20.6 11.0 9.2 8.0 12.2 15.2 16.8 17.2 17.6 18.4 19.2 19.8 18.7 14.6 9.4 7.0 6.8 5.0 4.6 4.2 4.0 3.6 3.4 3.2 3.1 3.1 3.0 2.8 2.8 3.4 4.2 4.0 4.0 4.2 3.9 3.4 3.2 3.2 3.0 3.0 3.1 3.0 2.8 2.6 2.4 2.0 1.8 1.6 1.4 1.3 1.2 1.1 1.1 1.1 1.0 1.0 1.0 1.1 1.4 1.8 2.1 2.2 2.0 1.6 4.2 4.1 4.0 4.1 4.9 6.0 6.1 6.7 6.1 4.8 4.7 4.9 6.9 8.3 11.1 13.1 13.5 13.4 12.1 9.8 7.3 6.0 5.0 4.5 4.0 3.7 3.6 ^ 2.9 2.6 2.5 1.4 1.3 1.2 1.2 1.8 2.8 3.0 2.8 2.7 2.4 2.4 2.7 3.9 3.9 3.2 2.7 2.1 1.8 l.B 1.4 1.3 1.2 1.4 1.7 1.6 i.e 1.4 1.7 1.4 1.1 1.0 1.0 1.2 1.3 1.4 1.6 1.7 1.8 2.0 2.7 4.9 9.2 11.4 11.6 10.3 8.6 8.0 7.9 8.1 8.7 8.0 6.6 6.2 4.B 4.5 5.6 5.4 B.2 6.8 7.1 6.0 3.3 3.0 2.6 2.3 2.1 1.9 1.6 1.7 1.8 1.7 1.9 2.3 2.1 2.1 2.8 2.3 2.1 1.9 2.6 3.8 4.3 3.9 3.9 3.8 3.6 3.7 4.7 6.7 7.3 6.0 4.5 4.8 3.9 3.4 3.0 2.7 2.6 2.3 2.4 2.5 2.3 1.8 1.6 1.4 1.2 1.2 1.2 1.2 1.2 1.1 1.0 .9 .8 .7 .7 .6 .6 .6 .7 .7 .8 1.0 3.5 2.9 2.4 2.0 1.9 1.8 1.9 1.7 1.8 2.0 2.1 2.8 2.9 2.6 2.1 1.9 1.5 1.3 1.0 1.1 1.3 1.3 1.4 1.3 1.1 1.3 1.4 1.3 1.1 :i .9 1.6 2 1.2 3 .9 4 .6 6 .6 e .5 7 .4 8 .2 9 .2 10 .2 11 .8 12 .6 13 .7 14 .6 16 .4 16 .4 17 .4 18 .4 19 .2 20 .2 21 .1 22 .2 23 _ .1 24 .1 2B .0 26 .0 27 .0 28 .2 29 .4 .6 1897 1 .1 .1 .1 .2 .2 .3 .3 .2 .2 .6 l.B 2.4 3.8 2.6 3.6 4.3 4.1 3.5 2.9 2.6 2.1 1.8 1.4 1.2 1.0 .9 .8 1.6 5.4 5.4 2.8 3.8 4.2 6.1 7.9 8.4 8.8 8.7 9.1 9.6 10.5 10.8 10.2 8.8 8.1 7.8 7.8 7.6 7.1 6.5 6.0 6.0 6.3 8.7 11.8 13.9 15.0 8.8 10.4 10.2 13.8 16.3 17.2 17.6 17.2 17.8 18.1 17.7 16.3 13.8 11.5 9.9 9.0 8.3 7.9 7.7 7.4 6.9 6.6 5.9 5.5 6.1 4.7 4.5 4.2 2.4 2.3 2.3 2.4 2.3 2.3 2.3 2.2 2.2 2.3 2.3 2.1 2.4 3.1 3.0 2.5 2.3 1.9 1.7 1.6 1.6 1.4 1.5 2.2 2.4 2.6 2.7 3.2 3.2 3.1 .7 2 .7 3 .5 4 5 .4 6 .4 7 .3 8 9 10 . . 11 .1 12 13 14 IB .0 16 — .1 17 18 19 20 21 — .2 22 23 — .3 24 — .3 25 26 — .3 27 28 — .3 — .3 29 30 31 324 Water Powers of Alabama; Secand Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. 1 Apr. May June July Aue. Sept 1898 1... ., —0.3 — .3 — .3 — .3 — .3 — .3 — .4 — .4 — .4 — .4 — .5 — .4 — .4 — .4 — .4 — .4 — .3 — .2 .0 .0 .1 .1 .1 .2 .3 .2 .2 .2 .2 .2 .1 2.4 2.0 1.7 1.6 1.4 1.4 3.9 8.9 9.6 8.2 6.6 5.4 4.8 4.2 3.6 3.4 3.2 2.9 2.8 2.9 3.6 4.7 6.9 5.9 6.2 4.8 4.7 4.7 4.4 3.8 8.4 0.1 .0 .0 .0 — .1 — .1 .0 .0 .0 .1 .2 .1 .1 .0 .0 .0 .1 .1 .0 .0 — .1 — .2 — .2 — .2 — .2 = :i — .2 — .2 — .2 —0.2 .0 .2 .4 1.6 1.7 1.8 2.3 2.2 2.0 1.8 1.4 1.4 1.0 1.0 .9 .9 1.1 l.B 2.3 6.0 6.4 7.2 7.8 8.7 7.8 6.6 6.6 4.6 4.0 3.4 3.3 3.1 3.0 3.0 3.2 3.3 3.3 3.6 3.9 3.9 3.7 3.4 3.2 3.0 2.8 2.4 2.2 2.2 2.0 2.4 3.4 4.3 4.8 4.4 4.0 3.8 3.6 3.5 3.4 3.0 2.6 2.5 2.2 1.9 1.9 1.8 1.6 1.6 1.4 1.6 2.1 3.3 4.6 11.1 13.4 12.4 10.2 10.6 13.4 11.9 11.6 12.7 12.6 12.1 13.0 13.8 13.8 13.8 13.4 12.2 3.3 3.2 3.0 2.9 3.3 6.8 11.0 13.6 14.1 18.6 13.8 13.0 11.0 .9.2 8.0 7.2 6.6 6.4 6.2 6.0 6.6 6.4 4.2 4.6 6.2 6.7 6.6 m^ 5.2 4.8 9.8 7.9 6.6 5.7 4.9 4.6 4.1 3.7 3.4 3.1 3.1 2.9 2.7 2.7 2.6 2.4 2.3 2.1 2.1 2.1 2.0 1.9 1.9 1.8 1.8 1.9 2.1 2.3 2.3 2.3 2.1 2.0 1.9 1.7 1.7 1.7 1.9 1.9 1.8 1.7 1.9 1.9 2.2 4.3 4.5 4.1 6.1 4.8 4.6 4.7 4.6 3.9 3.9 3.6 3.2 3.2 4.7 5.7 6.9 14.9 14.4 14.3 13.6 12.4 12.1 12.8 13.8 14.6 15.2 15.3 13.9 11.8 11.7 17.4 21.0 21.8 22.6 24.6 25.1 24.8 24.6 24.1 23.7 23.5 23.2 22.8 17.1 14.5 6.3 9.3 11.1 11.5 11.1 11.0 10.3 9.8 9.4 8.6 7.8 7.5 7.5 7.7 7.6 7.3 7.1 7.0 7.7 9.5 9.6 8.7 8.1 7.3 6.7 6.7 6.3 6.1 6.8 6.8 6.2 6.3 5.1 4.6 4.1 3.8 3.4 3.3 3.1 2.7 2.6 2.6 2.6 2.7 2.7 2.6 2.3 2.1 2.0 2.0 1.9 1.9 1.8 1.7 1.7 1.5 1.6 1.6 2.0 2.7 2.9 6.6 6.0 6.6 5.2 4.8 4.6 4.3 4.6 6.5 6.2 6.6 7.1 7.4 7.1 6.6 6.3 6.3 6.1 5.9 6.2 4.6 4.4 3.9 3.6 3.4 3.1 3.0 2.8 2.7 2.4 2.4 2.6 2.1 1.7 1.6 1.6 1.3 1.1 1.0 .9 .7 .6 .6 .5 .4 .5 .6 .6 .5 .5 .6 6. 1.5 2.3 2.8 3.7 3.1 2.6 2.1 1.6 1.1 0.9 .9 .9 .7 .7 .7 .6 .6 .6 .6 .6 .8 1.0 1.3 1.4 1.3 1.2 1.2 l.B 2.1 2.7 2.3 1.9 1.7 1.5 1.5 1.7 2.4 2.5 3.3 8.7 1.6 1.6 1.4 1.4 1.4 1.2 1.1 1.0 .8 .8 1.0 1.0 .9 .8 .8 .7 .7 .6 .5 .6 .5 .7 1.1 1.3 1.5 1.6 2.1 2.1 1.8 1.8 . 2.1 3.6 4.9 5.4 5.2 4.6 3.6 3.3 6.4 8.4 8.8 8.4 7.5 6.8 7.8 9.0 9.8 9.4 7.8 6.3 5.0 4.2 3.6 3.6 3.2 3.0 2.8 2.4 2.1 1.9 1.7 1.8 2.4 2.4 2.6 2.2 1.8 1.4 1.2 1.0 1.0 .9 .8 .8 .8 .8 .6 .6 .6 .8 .9 .8 .8 .7 .6 .6 .4 .4 .3 .2 .2 .2 .1 1.9 2 1.8 3 1.6 4 1.6 5 . . 4.7 6 10.0 7 12.0 8 12.6 9 ... 11.4 10 8.7 11 6.8 12 6.7 13 4.8 14 4.0 15 8.5 16 3.0 17 2.6 18 2.2 19 2.1 20 2.0 21 1.8 22 1.8 23 1.7 24 1.6 25 2.1 " 26 . 2.6 27 2.8 28 3.8 29 3.8 30 3.2 31 . 1899 1 3.1 2.8 2.4 2.3 2.2 2.0 2.0 1.9 1.9 2.0 2.2 2.3 2.4 2.6 2.9 2.8 2.6 2.4 2.4 2.4 2.6 3.0 4.0 4.5 4.9 4.8 4.6 4.2 3.8 3.3 4.8 6.0 B.2 7.1 12.8 15.9 17.8 18.3 18.6 19.0 19.6 20.0 20.0 20.4 18.9 14.4 10.2 8.8 8.4 8.7 9.4 9.6 9.4 8.8 8.4 10.0 13.8 14.3 14.4 14.6 14.2 12.9 11.2 10.7 12.0 13.0 13.4 13.4 12.6 11.4 10.2 9.2 8.3 7.6 7.2 6.8 6.4 6.0 6.8 6.1 6.6 8.6 9.6 9.2 7.3 2.3 2.3 2.3 2.2 2.2 2.3 2.5 2.4 2.2 2.2 1.9 1.7 1.8 1.9 2.5 3.0 3.6 3.6 3.6 3.8 3.3 2.8 2.4 2.2 1.8 1.6 1.4 1.3 1.3 1.2 .1 2 .2 3 .2 4 5 6 .4 .6 .8 7 1.0 8 .9 9 .8 10 .6 11 .5 12 .4 13 .8 14 .3 15 .3 16 .3 17 .3 18 .4 19 .4 20 .2 21 .2 22 . .2 23 .1 24 .1 26 .0 26 .'. .0 27 28 2 29 30 .1 31 Tennessee River at Florence, Ala. 326 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1900 1 0.1 .0 .0 .0 .0 .0 .0 .0 .0 — .1 .0 .0 .1 .2 .3 .4 .4 .4 .2 .1 .1 .1 .1 .0 .0 .0 .0 .0 .0 — .1 — .1 .7 .6 .6 .6 .4 .3 .3 .8 .8 .5 .8 2.4 3.8 3.1 2.8 2.2 1.5 1.2 .8 .7 .6 .7 .8 1.0 1.0 .8 1.4 3.5 4.4 3.9 3.2 —0.1 — .1 — .1 — .1 — .1 .0 .0 .0 .1 .1 .1 .2 .2 .2 .2 .1 .1 .1 .0 .0 .0 .1 .1 .0 .2 .2 .4 .6 .8 .8 0.7 .6 .6 .5 .3 .4 .4 .4 .3 .4 2.3 3.9 4.8 6.0 6.6 6.4 5.8 5.0 4.8 5.5 4.8 4.5 4.6 6.0 6.3 6.7 6.4 5.6 5.1 4.6 4.2 10.2 9.0 6.9 5.0 4.2 4.0 4.0 4.5 5.6 6.0 5.8 5.0 4.4 3.7 3.2 3.0 2.6 2.4 2.2 2.0 2.2 2.8 2.8 3.2 3.6 3.9 4.0 m 3.4 3.2 3.5 3.0 2.5 2.0 1.6 1.1 1.0 1.0 1.0 1.2 2.1 4.9 6.9 7.2 7.7 7.5 6.9 6.4 6.3 7.3 8.5 9.2 8.6 7.8 6.8 6.0 6.2 4.5 4.0 3.6 3.1 3.6 3.8 4.0 4.2 4.1 4.0 3.6 3.4 3.0 3.0 4.8 10.9 14.0 15.2 15.9 16.2 16.2 15.4 13.0 9.3 7.2 6.0 5.5 5.4 6.5 6.4 6.4 5.4 6.4 2.8 2.6 2.4 2.1 2.4 2.8 3.0 3.0 4.2 5.6 6.0 7.0 8.8 11.4 12.8 14.0 14.6 14.4 13.6 10.6 8.6 7.0 7.0 7.2 7.4 7.4 6.4 7.2 8.0 8.3 7.4 7.8 8.4 9.0 10.0 10.8 11.0 11.4 11.9 12.0 11.7 10.8 9.4 8.2 7.4 6.7 6.4 7.6 8.9 9.2 9.6 11.0 11.8 11.8 10.8 9.6 8.8 8.2 7.9 2.4 2.4 2.6 2.6 2.6 2.6 3.0 3.2 3.6 7.8 11.6 12.0 11.6 10.6 9.0 7.5 6.4 5.5 5.0 4.6 4.6 4.6 4.4 4.0 4.1 4.6 6.2 12.6 13.6 7.2 6.6 6.0 6.8 6.8 5.8 6.2 6.4 6.4 6.0 9.2 11.0 11.0 10.4 8.8 7.8 11.2 18.0 19.0 19.2 17.8 15.0 13.7 12.9 11.6 10.4 9.6 8.4 7.4 6.8 6.4 6.1 6.4 4.9 4.2 4.0 3.8 3.6 3.6 3.4 3.2 3.0 3.0 2.7 2.6 2.4 2.3 2.2 2.1 2.0 2.0 1.9 2.1 2.6 2.4 2.1 1.8 1.8 1.7 2.0 2.1 10.1 9.0 7.9 6.9 6.1 6.6 5.1 4.5 5.0 4.2 4.0 4.0 3.8 3.7 3.6 3.6 3.3 3.2 3.1 3.1 4.1 6.5 9.7 12.3 13.7 14.7 15.7 ,16.1 '16.1 14.5 12.1 2.2 2.4 2.8 8.2 3.6 4.8 5.4 5.8 5.9 6.2 6.7 4.9 4.6 4.2 5.1 4.9 5.2 5.4 5.4 5.7 6.4 6.7 7.4 9.0 9.2 9.4 11.6 12.8 12.0 10.4 9.2 8.8 8.3 8.1 7.0 5.8 5.0 4.3 4.0 3.6 2.8 3.0 3.0 2.8 2.6 2.2 2.1 2.0 2.1 2.1 2.0 1.8 1.6 1.6 1.5 1.5 2.6 3.0 2.9 3.1 4.8 4.8 4.2 3.7 3.6 3.7 3.7 3.6 3.3 3.1 2.9 2.9 3.3 3.7 3.3 2.8 2.4 2.1 2.0 1.9 1.9 1.9 1.8 1.9 1.9 1.8 1.8 1.5 1.3 1.1 1.0 .9 5.4 4.9 4.2 3.6 3.0 2.5 2.1 1.8 1.4 1.2 1.0 1.0 .8 .7 .6 .6 .6 .6 .9 .8 .7 .7 .8 .8 .6 .6 .5 .6 .8 1.2 1.4 .9 .9 .9 .9 .9 1.1 1.3 .9 .9 4.5 6.9 6.2 5.2 4.1 4.0 7.1 13.3 16.2 16.9 18.0 18.5 18.9 18.2 17.3 16.1 14.7 13.0 10.9 9.1 8.3 7.7 1.1 2 1.0 3 1.0 4 .8 6 .6 6 .6 1 .6 8 .6 9 .5 10 .4 11 .3 12 .2 13 .1 14 .1 16 . .1 16 .2 17 .4 18 .6 19 1.3 20 1.8 21 2.2 22 . . . . 2.8 23 2.2 24 1.7 25 1.4 26 1.0 27 .7 28 .7 29 .. .7 30 .8 1901 1 2.3 1.8 1.4 1.2 1.0 1.0 1.3 1.5 1.8 2.0 2.0 1.6 1.4 1.2 1.0 .9 .8 .7 .6 .7 1.2 1.4 1.2 1.1 1.4 3.3 5.0 6.7 9.6 10.4 6.5 5.6 6.7 10.0 10.7 10.4 10.1 9.6 8.8 8.6 7.8 7.1 6.6 6.0 5.8 5.8 5.4 5.0 4.6 4.0 4.0 3.7 3.4 3.2 3.2 2.9 2.8 13.2 13.0 13.0 13.4 14.4 16.1 16.4 16.2 14.2 12.2 9.8 8.1 7.1 6.6 6.4 7.0 7.3 7.9 10.0 13.3 15.2 16.9 16.3 16.1 16.0 16.6 14.8 3 site 11.0 9.9 9.3 8.7 7.9 6.9 6.1 5.4 4.9 5.0 5.2 5.1 6.1 6.7 6.1 4.5 4.2 4.1 4.7 6.7 6.2 6.1 5.7 5.3 6.2 6.1 5.9 5.2 5.8 6.1 5.5 7.2 2 7.0 3 6.9 4 6.7 6 6.6 6 6.7 7 6.3 8 6.3 9 4.6 10 4.1 11 3.7 12 3.3 13 3.3 14 3.0 IB 3.9 16 5.7 17 6.5 18 8.0 19 7.7 20 7.9 21 7.7 22 6.9 23 6.0 24 6.3 25 4.6 26 3.9 27 3.5 28 29 3.3 3.5 31 326 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. I Apr. I May June July Aug.' 2.3 1.7 1.1 2.4 2.5 .9 2.3 4.7 .9 2.0 6.1 .7 1.7 6.6 .6 1.6 4.7 .6 1.6 4.1 .6 1.6 3.3 .7 1.5 2.7 .7 1.3 2.1 .7 1.3 1.9 .5 1.3 1.7 .5 1.3 1.6 .5 1.3 1.4 .7 1.3 1.3 .7 1.3 1.6 .7 1.2 2.1 .6 1.1 2.1 .5 1.1 1.8 .3 1.1 1.5 .2 1.5 1.3 .2 1.9 1.0 .2 2.1 .9 .2 2.1 .8 .2 1.9 .8 .2 1.7 .8 .2 1.7 .7 .2 1.5 .7 .1 1.7 .6 .2 1.7 .7 .3 .7 2.8 .2 .7 6.4 6.6 2.8 .7 7.0 2.6 .9 8.1 2.4 1.2 10.2 2.2 1.1 9.8 2.0 1.4 9.2 2.0 2.4 8.6 2.1 2.4 8.2 2.2 2.6 8.4 2.1 2.4 7.9 2.1 1.8 7.4 2.2 2.0 6.9 2.7 1.8 6.3 2.7 1.4 5.8 2.8 1.2 5.1 3.3 1.2 4.6 3.6 1.8 4.3 3.5 2.2 3.6 3.4 2.4 8.2 3.2 2.1 2.8 2.8 1.8 2.6 2.4 1.7 2.5 2.0 1.7 2.6 1.9 1.6 2.5 1.9 1.2 2.8 1.6 1.0 2.6 1.3 .9 2.5 1.2 .6 2.5 1.0 .6 2.6 .9 .4 _R 4 Sept. 1902 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1903 1 2 3 4 6 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 3.3 3.1 2.9 2.9 2.9 2.9 2.7 2.7 2.6 2.5 2.2 2.1 1.9 1.9 1.9 2.1 2.2 2.2 2.2 2.1 1.9 1.8 1.7 1.6 1.4 1.4 1.3 1.2 1.2 1.2 1.1 1.6 1.7 1.6 1.6 1.6 1.6 1.2 1.0 .8 .6 .8 .8 1.2 .8 1.5 1.2 1.1 1.2 1.4 1.3 1.2 1.0 .8 .4 .4 .2 .2 .0 - .1 - .1 — .2 - .3 - .4 - .3 - .2 - .2 - .2 - .2 - .2 - .2 .0 .1 .1 .1 .1 .1 .1 .0 - .2 - .2 - .2 - .2 - .1 1.0 2.4 2.8 3.3 4.2 4.6 0.8 .8 .9 1.0 1.1 1.3 1.4 1.8 2.6 7.8 12.4 16.0 15.8 16.0 16.0 16.1 12.0 8.3 6.8 5.6 5.7 6.3 8.2 11.6 14.8 16.2 4.9 6.0 6.4 6.7 6.4 7.3 6.8 6.2 6.7 6.1 4.6 4.0 3.4 3.0 3.0 6.1 6.2 6.6 6.6 6.2 6.8 7.4 7.4 7.6 7.6 5.8 4.3 4.0 17.1 17.8 18.6 18.8 20.6 20.8 20.3 17.4 12.4 8.9 8.2 6.2 5.5 6.1 4.8 4.4 4.1 3.9 4.7 6.7 6.0 6.2 6.0 6.1 7.6 9.4 9.5 11.8 14.2 3.8 4.1 6.6 5.6 5.6 6.6 5.8 5.6 6.0 5.7 5.7 5.9 6.8 6.7 5.6 6.9 5.6 6.0 4.6 4.4 4.0 3.6 3.4 3.2 3.0 2.8 3.0 15.6 16.1 16.5 16.4 16.2 15.7 14.8 13.7 11.4 8.8 7.4 6.6 6.0 6.6 6.4 5.4 6.3 6.0 4.8 4.6 4.5 4.6 4.8 5.1 6.8 7.0 7.7 9.8 4.2 4.2 4.0 3.9 4.6 8.6 10.8 12.6 14.2 16.9 16.6 15.9 16.3 16.6 15.8 16.0 14.9 14.8 16.8 17.5 17.5 17.4 17.3 17.7 17.6 16.0 12.9 9.6 S.O 13.2 14.9 15.6 16.6 18.1 19.4 20.4 20.9 20.9 20.2 18.8 16.9 13.6 11.2 9.8 9.1 9.6 9.9 10.6 10.8 9.4 8.2 7.2 7.0 6.9 8.4 19.8 19.2 18.7 14.4 16.1 16.9 17.6 18.2 18.8 18.4 18.0 17.0 16.6 16.7 16.8 16.8 16.6 15.7 14.2 12.7 11.2 9.8 8.7 8.0 7.8 7.7 7.8 9.0 flii 11.6 ,3-i 16.2 16.0 IS B 17.6 17.2 16.8 17.6 17.2 14.6 11.6 10.3 9.8 9.2 8.6 8.0 7.6 7.0 6.6 6.4 6.0 6.8 6.6 5.3 6.2 6.0 4.9 4.8 4.6 4.4 4.2 4.2 3.9 3.8 12.8 12.6 12.6 12.1 11.2 10.1 9.5 9.7 11.1 13.2 14.8 16.6 16.6 18.2 17.9 17.2 16.2 15.4 14.8 14.2 12.8 11.6 10.5 9.8 9.4 2.3 2 2 ^ "1.9 2.0 SO 8.6 7.9 6.9 6.6 3.7 3.7 4.2 6.4 6.8 6.2 6.1 4.3 3.9 3.7 3.7 3.3 3.1 2.9 2.7 2.6 2.7 2.7 2.6 2.6 2.5 2.5 2.3 2.3 2.4 2.4 2.4 2.3 2.2 1.9 2.1 6.6 6.6 6.2 5.8 5.4 5.0 4.6 4.6 4.6 4.2 4.0 8.9 3.8 4.3 6.2 5.9 4.7 4.4 4.0 3.6 3.2 3.0 2.9 2.6 2.5 0.2 .3 .8 .5 .4 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .2 .3 .2 .1 .1 .0 .6 .8 1.4 1.8 .2 .1 .0 .0 .0 .0 .0 .0 — .1 — .1 — .1 ,1 — .2 — .2 — .2 — .2 .2 .2 — .2 — .2 — .2 — .2 — .2 — .2 — .2 — .2 — .2 — .2 2 Tennessee River at Florence, Ala. 327 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. 1 Apr. May June I July Aug. Sept. 1904 1 —0.4 — .4 — .4 — .4 — .5 — .5 — .5 — .2 .0 — .1 — .2 — .3 — .2 — .1 — .1 .0 .2 .0 — .1 — .2 — .3 — .3 — .3 — .4 — .4 — .4 — .4 — .4 — .4 — .4 — .4 .2 .2 .1 .0 .0 .0 .0 .0 .0 .0 — .1 — .1 — .2 — .2 — .2 — .2 — .3 — .3 — .3 — .3 — .4 — .4 — .4 — .4 — .4 — .4 — .4 — .5 — .5 — .5 —0.4 — .4 — .2 .0 .4 .3 .2 .1 .2 .2 .0 — .1 — .1 — .1 — .1 — .1 .0 1.2 .7 .7 2.1 3.5 2.9 2.5 1.7 1.1 .8 .5 .5 .2 0.1 .1 .1 .0 .0 — .1 — .2 — .2 — .3 — .3 — .3 — .3 — .2 — .2 — .2 — .2 — .2 — .2 — .1 .6 2.6 1.5 1.7 2.6 2.9 2.6 2.4 2.0 1.8 1.7 1.8 .0 .1 .1 .1 .2 .8 1.8 2.2 2.8 3.2 3.4 3.2 2.7 2.2 1.5 1.2 1.0 .9 .8 .7 .6 .5 .4 .4 .6 ^i 4.2 5.6 7.2 Q R 1 1.9 2.0 1.8 1.5 1.0 .8 .7 .6 .5 .5 .4 .3 .4 .4 -.5 .5 .6 .7 1.2 1.4 1.7 2.6 4.4 6.0 6.8 8.0 6.8 5.8 5.0 4.4 3.6 7.2 6.0 4.8 4.0 3.4 2.8 2.6 3.0 2.7 2.8 8.2 5.2 7.8 8.3 10.6 11.6 11.4 10.4 8.4 6.6 6.6 4.8 4.4 3.9 3.4 ..8.1 Vtizs 2.6 2.4 2.3 9 A. 3.2 2.6 2.2 2.0 1.8 1.6 1.4 1.3 1.5 2.0 3.2 3.8 3.8 3.6 3.2 3.0 2.7 2.5 2.0 1.9 1.9 1.8 2.0 3.0 4.1 5.2 5.4 5.4 5.0 5.2 5.8 5.8 5.5 5.2 5.0 4.8 6.8 6.2 6.9 8.0 8.4 8.2 8.0 8.2 8.1 8.0 7.2 6.2 5.8 5.4 7.9 9.5 11.8 14.0 15.0 17.2 17.0 16.8 14.5 12.9 9.2 7.9 6.9 6.4 5.8 5.2 4.9 4.8 6.0 9.6 10.8 11.8 12.8 12.6 11.6 10.2 8.4 7.0 6.2 5.6 6.8 6.6 6.8 6.8 6.5 ,.6.9 5.0 4.8 4.4 in 11.2 10.1 8.6 7.4 6.4 6.7 5.4 5.2 6.7 5.8 5.8 6.4 6.0 4.6 4.2 4.0 3.7 3.4 8.2 3.0 3.0 3.0 3.0 2.8 2.7 2.6 2.6 2.6 2.4 2.3 2.6 2.9 3.6 4.6 4.4 4.0 3.8 3.5 8.4 3.6 3.7 4.0 4.3 4.6 4.2 8.9 3.4 8.0 3.0 2.8 2.4 2.2 2.0 1.8 1.5 1.4 1.4 1.2 1.2 1.8 1.3 6.8 6.6 6.6 6.2 6.4 4.8 4.7 4.8 4.6 4.6 5.2 6.8 6.7 5.2 4.8 4.2 4.6 6.4 7.4 8.8 8.8 7.8 7.2 9.2 10.0 9.6 ) 9.0 7.8 6.6 5.6 4.S 2.6 3.4 4.0 3.6 8.2 2.8 2.4 3.3 3.0 2.5 2.2 1.9 1.6 1.6 1.2 1.1 1.0 .9 .9 .8 .7 .7 .6 .5 .6 .8 .7 .7 1.0 1.0 0.9 1.0 1.2 1.6 1.7 2.1 2.1 2.4 2.2 1.6 1.4 1.2 1.2 1.8. 1.8 1.4 1.6 1.6 1.4 1.0 1.0 .9 .9 .8 .6 .6 .5 .6 .6 .5 .5 6.4 7.7 7.4 6.0 4.8 3.8 3.4 3.2 3.2 3.0 3.6 4.2 4.5 4.4 5.0 7.2 8.1 7.3 6.2 6.3 4.2 3.4 3.0 3.0 3.0 3.1 3.0 2.9 2.9 2.8 2.6 0.6 .6 .8 .7 .7 .8 1.0 1.0 1.3 1.8 2.2 2.6 2.5 2.2 2.1 2.2 2.0 1.7 1.8 2.0 1.7 1.5 1.1 1.0 1.0 .8 .7 .8 1.0 1.0 .8 2.2 2.0 1.8 1.8 1.8 1.8 1.8 1.5 1.4 1.4 1.6 1.8 2.6 3.8 4.8 5.7 6.2 6.8 6.2 . 4.8 4.2 3.9 3.4 3.2 2.8 2.6 8.4 4.0 3.7 8.2 2.9 0.6 2 .6 3 JS 4 .6 5 .5 6 .3 7 .3 8 .8 9 .3 10 .3 11 .4 12 .5 13 .4 14 .4 IB .5 16 .4 17 .4 18 .4 19 .4 20 .3 21 .4 22 .4 23 .4 24 .3 25 .8 26 .2 27 .2 28 .2 29 .2 .2 1905 1 — .5 — .5 — .5 — .4 — .3 — .2 — .2 — .2 — .2 — .2 — .2 — .2 — .2 — .2 — .1 — .1 — .1 — .1 — .2 — .2 — .2 — .1 .0 .0 .0 .0 — .1 — .1 — .1 — .1 2.3 2.2 2.2 2.3 2.7 3.5 6.1 6.4 11.0 14.0 16.0 16.7 16.7 16.2 14.1 12.4 11.0 9.8 9.0 9.2 13.0 15.0 15.5 15.7 16.5 iMi lOS 3.7 3.6 3.6 3.5 3.5 3.4 3.2 3.0 3.0 3.2 3.4 4.2 4.2 4.4 4.6 4.9 , 6.2 5.0 4.6 4.1 3.8 3.4 8.2 3.2 3.1 3.7 4.4 5.3 4.4 4.3 4.2 8.7 8.2 2.8 2.6 2.2 2.1 2.0 1.8 1.7 1.7 1.4 1.3 1.4 1.8 1.8 1.8 1.7 1.6 2.4 8.8 4.4 4.8 4.4 4.2 4.8 6.2 6.0 2.6 2 2.6 3 8.8 4 8.6 5 6 2.4 7 8 9 10 11 1.6 1.6 1.4 12 13 14 1.0 15 16 1.0 .9 .8 .8 .8 17 18 19 20 21 .8 .6 .5 .4 .3 22 23 24 25 26 .3 .2 .2 .1 27. 28 9Q 30 328 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug, Sept. 0.1 .0 .1 .1 .3 .2 .1 .4 1.0 1.8 1.6 1.3 1.4 1.9 2.0 1.8 1.5 1.5 1.4 1.2 .8 .6 .6 .8 1.7 1.6 1.8 1.8 1.9 8.6 9.8 14.4 16.8 15.9 15.8 15.4 13.9 13.2 12.2 10.6 9.0 7.7 6.6 5.7 5.1 4.8 4.6 4.5 4.9 6.4 5.4 6.0 5.2 5.8 5.6 6.2 4.5 4.0 8.6 1.8 1.6 1.4 1.2 1.0 .8 .6 .6 .6 .6 .4 .4 .4 .4 .3 3.0 3.0 2.7 2.6 2.6 2.4 2.2 2.0 2.0 1.9 1.9 1.8 1.7 1.7 1.8 1.9 2.2 2.6 4.6 6.5 10.0 13.6 16.2 16.0 16.7 16.3 14.4 10.7 7.7 6.2 0.3 .3 .4 3.3 6.2 6.6 6.2 5.9 6.2 7.0 7.0 6.8 6.6 7.6 7.0 7.0 6.4 6.8 6.6 6.6 7.8 9.2 9.2 9.2 9.3 8.8 7.4 6.9 6.1 4.6 6.0 5.6 6.1 6.0 6.8 7.2 8.7 9.4 10.0 9.4 7.8 7.4 7.5 7.0 6.5 6.0 6.0 6.3 6.8 7.2 7.1 8.0 12.2 13.6 13.1 12.4 13.2 13.7 12.8 10.9 8.9 6.4 4.8 4.4 4.2 4.0 3.8 3.7 3.6 3.5 3.7 3.8 3.8 3.8 8.8 3.9 3.9 4.8 6.6 6.4 5.9 6.9 7.2 7.2 6.8 6.2 11.9 13.4 14.1 14.0 12.8 10.7 9.1 7.8 7.2 6.6 6.0 6.6 6.2 6.0 4.8 4.5 4.2 4.0 3.9 4.0 4.5 4.6 4.7 6.0 5.7 4.0 4.0 7.9 7.6 7.2 6.6 6.2 6.0 6.6 5.2 4.8 4.4 4.0 3.8 S.6 3.4 3.2 3.0 3.0 2.9 2.9 2.8 2.8 2.9 3.2 3.6 4.0 4.5 4.5 4.4 5.6 9.8 11.9 12.0 11.6 10.1 8.8 8.1 7.9 7.6 7.0 6.4 6.8 5.2 6.0 4.6 4.2 4.0 8.9 3.6 3.4 3.2 3.2 3.4 3.8 4.2 4.0 3.9 4.8 6.8 7.2 8.0 8.0 7.2 5.4 4.8 4.6 4.7 7.8 10.2 9.3 8.8 9.2 10.6 10.8 10.2 9.4 8.3 7.4 6.6 6.2 6.6 7.2 9.6 11.1 8.6 13.0 14.2 14.4 14.5 14.3 13.3 11.5 9.6 8.4 8.4 8.5 8.9 11.2 11.0 10.9 10.4 9.7 8.8 8.0 7.3 6.4 6.0 5.4 4.9 4!o 11.5 11.8 11.6 10.2 8.8 7.6 6.8 6.1 6.0 5.8 5.9 6.0 6.4 6.8 6.6 3.6 3.6 3.4 3.3 3.4 3.4 3.6 3.8 4.2 6.0 5.6 6.4 4.6 3.9 6.3 3.6 6.2 3.1 6.2 2.8 6.6 2.4 7.0 2.2 6.8 2.0 6.2 2.0 B4 1.8 4.9 1.8 4.4 1.6 4.2 1.8 4.0 2.1 3.8 2.6 3.6 3.0 3.6 2.7 2.6 7.8 3.6 3.6 6.6 3.5 6.0 4.1 5.8 4.6 5.4 4.6 6.4 4.6 6.8 4.9 8.4 6.6 9.5 7.6 10.0 7.3 11.2 7.0 12.5 7.0 11.8 6.4 9.8 6.1 10.7 5.6 9.5 6.1 9.6 4.8 8.6 4.6 7.6 4.5 6.4 4.6 6.4 4.6 4.9 5.4 4.4 5.6 4.0 6.6 4.0 6.0 3.7 ^m •r)3.6 6.0 S.O 6.8 S.O 2.4 2.8 3.0 2.9 2.8 3.0 3.0 3.0 2.4 2.3 2.2 2.0 1.8 1.8 1.8 2.1 3.2 4.4 6.6 6.4 4.8 4.1 3.6 3.1 2.7 2.7 3.4 4.0 4.0 3.8 4.1 4.8 4.6 4.4 4.6 4.4 6.0 6.0 6.8 6.6 7.0 8.2 8.4 7.6 7.2 7.1 7.6 9.1 8.6 6.6 4.9 4.0 3.7 3.9 3.8 4.0 4.0 4.0 8.9 3.4 3.0 2.6 2.6 2.4 2.2 1.9 1.8 1.8 1.9 1.9 2.4 3.3 3.6 3.4 5.2 6.2 7.8 8.6 9.4 10.6 10.0 8.8 8.2 9.1 9.6 8.3 7.0 6.3 6.0 6.4 3.7 3.8 4.0 3.8 3.4 3.0 2.8 2.4 2.S 2.0 1.7 1.7 1.8 2.8 3.0 4.4 4.6 4.0 3.6 8.1 2.8 2.7 2.6 2.3 2.0 1.8 1.6 1.6 1.4 6.0 6.0 6.5 6.1 6.2 6.9 6.2 6.2 4.8 4.6 4.2 4.0 3.6 3.6 3.8 3.4 3.7 4.0 4.6 4.8 6.0 6.0 6.0 4.8 4.4 4.2 4.0 4.2 4.6 4.4 4.0 1.5- 1.6 2.1 2.8 2.4 1.9 1.6 1.4 1.2 1.6 1.7 1.6 1.4 1.6 2.0 2.2 2.0 1.7 1.6 1.7 1.7 1.7 1.6 1.6 1.8 1.9 1.8 1.3 1.8 1.7 Tennessee River at Florence, Ala. 329 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. | Apr. May June July Aug. Sept. 1908 1 - 2 3.9 3.4 3.3 2.9 2.6 2.0 1.8 1.8 1.6 1.7 1.7 1.6 1.4 1.2 1.0 1.0 .9 .8 .8 .7 .6 .6 .6 .5 .5 .4 .4 .3 .3 .3 .3 .0 — .1 — .1 — .1 — .1 — .1 — .1 .0 .0 .0 .0 .0 .0 .2 .4 .8 1.2 .8 .6 .2 .2 .2 .1 .1 .0 .0 — .1 — .1 1.0 2.4 2.0 0.4 .6 .7 .8 .7 .7 .8 1.4 1.6 2.0 2.0 2.0 2.8 3.8 5.4 6.5 5.2 4.2 3.6 3.2 3.2 3.6 4.0 4.8 6.2 7.6 8.6 9.2 8.9 7.9 6.4 6.3 4.4 3.9 3.4 3.0 2.8 2.4 2.4 2.3 2.6 2.7 2.7 3.0 3.8 4.8 6.0 5.0 5.0 6.0 4.6 4.5 4.4 4.8 4.8 5.2 5.4 5.6 5.8 6.6 8.2 .6 .6 .5 .6 .7 1.4 3.4 6.2 7.6 8.8 9.7 9.1 8.0 6.6 5.7 6.6 5.2 4.9 4.5 4.0 3.6 3.6 5.3 6.3 7.4 8.6 8/1; 7.2 6.4 5.6 9.6 11.5 12.0 12.0 12.0 11.6 10.7 11.2 11.0 10.0 8.8 8.0 7.8 7.8 10.0 11.6 12.8 12.7 11.0 9.6 8.4 7.6 6.8 6.2 5.6 5.4 4.8 4.8 4.5 4.4 4.4 B.8 5.8 5.8 5.8 5.7 5.8 6.4 6.8 7.0 7.2 6.8 5.9 5.4 5.1 5.8 6.8 8.8 10.4 11.0 11.6 11.8 10.5 9.4 7.8 6.6 6.8 ^# 4.0 4.0 6.2 6.6 6.9 6.9 7.0 6.9 6.8 6.6 6.2 7.4 9.-9 11.0 10.8 11.2 12.5 14.6 15.3 16.8 17.0 17.0 16.0 14.2 11.4 9.2 7.9 7.6 7.3 7.1 6.8 6.5 6.5 6.4 6.6 7.0 7.4 7.7 7.6 7.1 7.0 7.2 7.8 8.0 8.0 8.6 8.9 8.7 8.2 7.2 7.2 8.0 8.1 9.0 12.2 13.6 13.4 13.4 12.9 11.8 9.6 8.8 15.7 14.3 12.4 10.4 8.8 8.0 8.0 8.0 8.8 10.6 12.6 14.2 16.1 18.8 19.6 19.4 19.0 18.2 16.6 14.2 11.7 10.0 9.1 8.9 8.6 8.8 11.0 11.0 7.8 7.0 6.4 6.9 6.6 6.8 9.4 9.6 8.3 6.8 6.0 5.4 5.0 4.6 4.4 4.2 4.2 4.4 7.2 7.8 7.6 7.0 6.2 6.0 6.8 7.0 7.5 8.1 8.6 9.0 8.6 7.7 6.4 B.8 6.8 9.6 8.6 7.5 6.6 6.2 6.1 6.1 6.0 6.6 6.2 6.0 4.8 4.7 6.2 4.8 4.3 4.2 4.0 4.2 4.2 4.4 4.6 4.6 4.4 4.2 4.5 9.9 12.6 13.8 14.6 14.8 14.8 13.8 11.6 9.2 7.4 7.0 6.8 6.8 6.9 7.1 6.8 6.2 6.6 6.0 4.6 4.8 6.0 7.1 9.6 12.4 12.9 11.6 ) 9.6 7.6 6.6 7.6 4.0 3.8 3.8 4.2 4.7 4.2 3.9 4.0 4.2 4.1 4.0 3.6 3.2 3.1 2.9 2.7 2.5 2.3 2.4 2.4 2.7 2.6 2.4 2.0 1.9 1.8 1.7 1.6 2.0 2.3 2.2 1.8 1.6 1.6 1.6 1.4 2.1 3.4 4.0 4.2 4.2 4.4 4.3 4.0 3.6 3.0 2.6 2.2 2.2 2.2 2.0 1.7 1.6 1.6 1.6 1.4 1.2 1.1 1.0 1.0 1.0 7.6 6.8 6.3 6.2 6.0 6.9 5.6 5.2 5.4 7.0 9.9 11.8 11.2 9.6 8.0 8.0 8.8 8.7 8.0 6.8 6.8 4.9 4.4 4.0 3.4 3.3 3.5 3.4 3.2 3.0 3.1 0.8 .7 .8 1.0 1.1 1.6 1.6 1.6 1.8 2.1 2.4 2.6 2.8 2.4 2.2 1.8 1.4 1.1 'i .8 .8 1.0 1.6 2.4 3.6 4.1 3.6 3.2 3.6 4.0 2.9 2.9 3.2 4.9 6.4 5.8 6.2 6.0 6.2 4.4 3.8 3.2 3.0 2.9 2.8 2.6 2.8 3.0 3.0 5.8 7.4 6.0 4.6 3.6 3.0 2.4 2.0 1.8 1.6 1.5 1.4 3.6 2.9 3 2.3 4 1.8 5 1.5 6 1.6 7 1.5 8 1.6 9 1.6 10 1.6 11 2.0 12 2.2 13 2.0 14 — . 16 1.8 1.5 16 1.1 17 .9 18 .7 19 .6 20 .6 21 .6 22 .6 23 .7 24 .6 25 .5 26 .4 27 .3 28 .2 29 .1 30 .1 1909 1 1.3 1.0 2.0 3.1 3.0 2.4 1.9 1.4 1.0 1.0 .8 .6 .6 .5 .6 .6 .8 1.0 1.0 1.0 1.0 1.0 .9 .8 .8 .8 .8 .7 .7 .7 3.9 3.7 3.6 3.4 8.3 3.3 4.0 4.4 5.2 7.9 10.6 11.6 12.4 13.6 14.8 15.4 14.7 14.2 14.6 14.7 14.0 13.2 14.8 18.8 18.7 19.0 11.5 11.6 10.8 9.4 8.0 7.0 7.1 8.0 8.1 7.6 7.4 7.0 7.0 7.7 7.4 6.9 6.3 6.0 6.0 6.6 5.1 4.7 4.8 5.9 6.8 7.6 sJfc 7.4 8.2 7.1 6.9 9.2 13.0 14.8 15.6 16.6 15.4 14.2 12.8 11.6 10.6 9.7 9.0 8.2 8.2 8.4 8.0 7.4 7.1 8.6 9.2 9.0 8.4 7.6 7.4 8.2 8.3 8.0 1.4 2 1.3 3 1.3 4 1.4 6 1.5 6 1.4 7 8 9 10 11 1.4 12 13 14 15 16 1.3 17 1.1 1.0 18 19 20 21 .9 .9 22 23 1.2 24 26 26 1.6 27 2.4 28 2.2 31 330 Water Powers of Alabama; Second, Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct Nov. Dec. Jan. Feb. Mar. 1 Apr. I May June July Aug. Sept 1.8 1.4 1.2 .9 .7 .6 .6 .5 .6 .5 .4 .5 1.2 1.6 2.4 2.8 2.4 2.0 1.6 1.4 1.2 1.0 .9 .8 .8 .7 1.1 1.2 1.4 1.2 1.0 1.4 1.9 2.0 1.7 1.2 0.6 .6 .5 .5 .4 .4 .4 .4 .4 0.5 .4 .3 .3 .3 1.6 1.9 2.6 2.8 2.6 2.5 2.6 3.1 3.6 3.7 3.7 3.5 3.1 2.7 2.2 1.8 1.8 2.0 2.4 2.6 2.3 2.2 2.0 .4 .4 .4 .4 .8 2.0 4.4 6.2 7.6 7.8 B.7 4.6 3.7 2.9 2.4 2.0 1.8 1.6 1.4 1.0 1.0 1.1 1.1 1.4 1.4 1.4 1.8 1.6 1.3 1.2 1.2 2.5 5.8 6.4 7.6 9.2 9.2 7.8 6.7 6.7 6.0 4.1 3.7 3.6 3.7 4.3 4.6 5.4 6.4 7.0 7.2 7.0 7.0 6.2 6.6 4.9 4.4 4.8 8.2 13.4 16.8 17.0 17.0 16.6 16.2 15.2 12.4 9.3 7.0 6.0 6.4 4.7 4.2 4.0 3.6 3.6 3.4 3.2 3.0 3.0 3.0 2.8 2.8 3.0 4.0 3.8 3.5 3.4 3.2 3.0 2.9 2.8 3.0 3.0 3.0 3.0 2.8 2.7 2.7 3.0 ^.8 8.3 9.4 9.8 11.0 11.7 11.3 10.6 9.4 8.4 7.4 6.8 4.5 4.6 5.1 5.6 6.6 8.0 9.2 13.0 14.5 16.6 15.8 16.0 15.8 16.4 18.6 10.6 8.6 7.0 6.4 6.2 6.0 6.4 6.4 6.0 5.0 4.8 2.2 3.0 4.2 4.2 7.4 8.6 9.8 10.6 10.0 9.0 7.8 6.8 6.9 6.6 5.2 4.7 4.5 4.3 4.2 4.0 3.8 3.7 3.2 3.0 2.8 2.8 2.6 2.6 2.4 2.3 2.2 2.1 2.0 6.4 6.0 5.0 4.4 4.0 4.0 4.0 3.8 3.6 4.1 8.0 11.0 11.8 10.8 8.6 5.8 6.2 4.7 4.2 4.0 8.8 3.7 3.7 3.7 4.0 4.6 6!o 6.2 1.9 1.8 1.6 1.6 1.6 1.5 1.6 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.3 3.8 4.9 6.0 6.8 6.1 5.6 5.0 4.4 4.0 3.6 3.3 3.2 3.2 3.4 6.0 5.6 5.4 6.9 12.8 17.0 18.5 19.8 21.5 22.0 21.8 21.5 20.8 19.4 18.2 16.3 14.2 13.6 14.0 16.2 16.8 16.8 14.6 12.6 10.8 9.2 7.7 6.0 3.8 4.1 4.0 3.8 3.4 3.0 2.7 2.6 2.5 3.0 4.2 6.3 5.7 6.7 6.4 4.8 4.4 3.8 3.8 4.2 6.9 7.8 8.8 9.1 9.8 10.6 10.8 10.6 9.7 8.7 7.7 5.6 6.6 6.6 7.0 7.8 7.6 6.6 6.8 5.2 4.6 4.2 4.0 3.6 3.4 3.0 3.0 3.0 2.7 2.6 2.5 2.6 3.0 3.5 4.0 3.6 3.4 S.O 2.6 2.4 2.2 2.0 6.7 6.7 5.2 4.6 4.3 4.4 4.8 6.2 6.1 7.2 8.0 7.3 6.6 7.2 7.4 6.8 6.2 6.0 5.4 6.4 6.0 4.8 4.4 4.2 3.9 3.8 4.0 5.2 2.0 1.6 1.6 1.4 1.4 1.3 1.3 1.4 1.3 1.3 1.2 1.1 1.0 1.0 1.0 .8 .7 .4 .4 .4 .7 .7 .7 .8 1.0 1.2 1.4 1.5 1.9 1.4 6.0 6.0 6.4 7.0 7.2 7.8 8.1 8.7 9.2 9.4 8.4 7.9 7.4 6.7 6.5 7.8 8.7 7.6 5.4 4.4 4.0 4.0 3.8 4.0 4.2 4.4 3.6 3.4 1.2 1.2 1.6 1.6 1.3 1.2 1.1 .8 .7 .9 1.0 .8 1.0 1.2 1.6 1.9 1.9 1.9 1.9 1.8 2.4 3.4 S.O 3.0 2.9 2.8 3.4 3.3 3.2 2.4 2.0 3.4 3.6 4.0 4.2 4.0 3.9 3.6 3.9 4.0 4.2 4.0 4.0 3.6 3.4 3.0 2.2 1.9 1.8 1.6 1.4 1.3 1.3 1.6 1.8 2.0 1.8 1.6 1.6 l.S 1.4 1.3 2.1 2.7 2.6 2.3 1.9 1.9 2.2 2.4 2.4 2.2 2.0 1.6 1.4 1.2 1.2 1.1 1.0 1.0 .9 1.4 1.4 1.2 1.0 .8 .6 .4 .3 .3 .2 .1 .0 1.3 1.4 1.9 3.0 5.0 5.6 4.8 4.2 4.2 3.8 3.6 3.0 2.8 2.6 2.5 2.4 2.2 2.0 1.6 1.4 1.2 1.0 .9 .8 .8 .7 .7 .7 .7 .7 .0 — .1 .2 .3 — .2 .6 1.2 1.0 1.0 1.6 .8 .4 .2 .2 .1 .1 .1 .2 .1 .1 .2 Tennessee River at Florence, Ala. 331 Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1912 1 0.4 .6 .4 .2 .2 — '.2 — .2 .1 .3 .5 .5 .4 .6 1.0 1.6 2.4 2.8 3.1 3.5 3.8 4.1 4.2 3.6 2.6 2.1 1.6 1.2 1.0 .9 2.8 2.6 2.2 1.9 1.5 1.2 1.0 .8 .7 .6 .5 .4 .3 .3 .3 .3 .3 .3 .6 .8 1.0 1.0 .9 1.0 1.0 .9 .8 .6 .6 .6 .4 0.8 .4 .3 .3 .2 .2 .2 .4 .5 .8 1.0 1.6 2.2 2.9 3.0 3.5 3.4 3.2 S.O 2.9 3.0 3.1 3.0 2.9 2.8 2.7 2.6 2.6 2.6 3.0 3.0 2.8 2.6 2.2 2.0 1.9 1.8 1.5 1.4 1.3 1.6 8.4 6.6 7.4 8.7 9.2 8.6 8.0 7.6 6.8 5.8 6.2 8.1 8.6 8.8 9.9 13.6 15.0 15.4 16.4 18.3 .1 .2 .2 .6 1.8 3.6 4.5 6.2 7.2 7.0 6.3 5.0 4.2 3.5 3.0 2.6 2.1 2.0 2.0 2.0 2.0 1.9 1.8 2.3 2.8 3.0 2.8 2.8 ni 4.0 17.0 15.4 13.6 12.5 11.0 9.2 7.9 7.1 7.6 8.1 7.6 7.0 6.6 6.1 6.6 5.1 4.8 4.4 4.8 6.6 4.9 4.4 4.3 4.4 4.5 4.4 4.2 4.6 6.0 8.0 9.0 4.6 5.2 6.1 8.0 8.0 S.O 10.0 11.2 12.6 16.0 14.4 14.0 13.6 12.8 11.5 10.6 9.6 9.3 9.1 8.6 8.8 9.6 9.6 10.3 13.0 13.8 14.8 16.8 Jm 16.9 10.3 11.1 11.0 10.4 9.3 7.8 6.4 5.6 4.9 4.4 4.0 3.8 8.6 3.6 3.8 4.0 4.4 5.0 5.1 6.3 6.7 9.3 9.8 10.8 12.0 14.1 16.5 15.0 13.8 is-.e 12.7 11.6 10.0 8.6 8.4 8.2 9.0 10.2 10.8 10.6 10.8 10.8 11.2 13.7 15.6 16.3 16.2 16.2 16.0 15.4 14.0 11.8 12.4 13.2 12.6 12.6 13.2 15.2 17.6 18.0 14.8 16.2 15.0 15.2 13.8 11.5 9.1 7.7 6.6 5.9 6.8 6.7 6.4 13.0 15.5 16.5 16.2 16.8 17.2 17.5 18.5 17.4 15.5 13.4 11.6 10.6 14.0 14.2 mc 16.6 18.4 18.9 19.6 19.4 19.0 18.6 17.5 17.5 17.4 16.2 13.1 10.2 8.6 8.0 7.6 8.0 9.6 11.0 10.8 10.0 9.6 9.5 9.6 10.3 11.0 11.5 12.4 13.9 15.8 17.4 17.4 16.5 16.2 16.5 15.9 14.6 13.4 12.2 10.6 10.0 9.4 9.0 8.6 7.6 7.0 6.4 5.9 5.6 5.1 6.0 5.0 5.2 5.1 4.8 4.2 4.0 3.8 3.5 4.2 7.2 7.4 3.6 3.7 3.6 3.6 3.4 3.2 3.2 2.9 2.8 2.8 2.6 2.6 2.8 2.8 2.6 2.6 3.0 2.8 2.7 2.8 2.9 3.2 4.2 5.4 6.4 7.5 9.2 10.2 ■vlO.2 -' 9.0 7.8 7.2 7.3 6.4 5.7 5.4 4.9 4.4 4.0 4.0 3.8 3.4 3.2 3.0 2.8 2.6 2.4 2.2 2.0 2.6 2.8 2.9 2.8 2.5 2.4 2.2 2.4 2.6 3.2 4.0 4.6 5.2 6.4 4.8 4.4 4.0 4.2 6.8 6.8 7.7 7.4 6.4 6.2 6.2 6.1 6.0 5.9 6.2 4.4 4.6 4.4 4.2 3.8 3.7 3.7 3.7 3.6 3.3 3.0 3.0 3.0 3.2 • 1.5 1.3 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.4 1.5 1.4 1.4 1.4 1.2 1.2 1.2 1.2 .8 .7 .6 .6 .6 .6 .4 .4 .4 .4 .6 .6 3.0 2.9 2.6 2.6 3.1 3.3 3.2 3.0 3.6 4.1 4.0 3.4 3.0 2.8 2.6 2.4 2.2 2.2 2.2 2.2 2.2 2.4 2.4 2.6 2.7 2.8 3.0 3.2 2.9 2.4 1.9 .6 .9 1.0 1.0 1.0 .8 .8 .7 .■7 .7 .7 .7 .7 .6 .8 1.6 1.3 1.2 1.0 .8 .7 .6 .6 .7 .7 .6 .6 .6 .6 .4 .4 1.8 2 1.7 3 1.4 4 1.3 5 1.3 6 1.2 7 1.2 8 1.2 9 1,0 10 1.0 11 .8 12 .7 13 .5 14 .4 15 .4 16 .4 17 .4 18 .4 19 .5 20 .4 21 .5 22 .8 23 2.8 24 4.0 25 4.0 26 27 3.3 4.7 28 8.0 29 . . 3.0 30 3. 1913 1 2 .3 .3 .3 .3 .2 .2 .2 .3 .3 .4 .4 .4 .8 1.3 1.5 1.2 1.0 .9 .7 .6 .5 .5 .5 .4 .3 .3 .3 .2 .2 .2 16.8 15.8 14.2 12.0 10.3 9.2 8.6 8.2 7.8 7.2 7.2 8.3 10.9 11.0 11.4 11.4 10.2 8.9 7.8 6.8 6.2 5.8 6.8 5.6 5.2 5.0 9.1 13.8 17.2 17.6 17.9 17.4 14.6 10.6 8.8 7.6 6.8 6.2 6.0 5.9 5.4 5.2 6.2 6.5 6.8 5.8 6.2 6.2 6.2 5.8 5.4 5.0 4.6 4.2 4.0 4.0 7.3 7.9 7.4 6.6 6.0 5.6 6.8 6.0 5.6 5.2 4.8 4.8 5.5 5.4 4.7 4.1 3.6 3.0 2.6 2.4 2.2 2.0 2.2 2.2 1.8 2.0 1.9 1.8 1.6 1.6 .3 .2 3 .2 4 .2 5 .2 6 .0 7 .0 .0 .0 8....„ 9 10 11 .0 — .1 — .2 — .8 — .3 12 13 14 15 16 — 17 ~. 18 — .3. — .3 — .8 — .3 — .1 — .1 — .1 — .1 — .1 .0 19 20... 22 23 24 25 26 .3 .4 .5 .8 2.0 27 28 29 30 31 332 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept 1914 1 2.3 1.4 .7 .5 .3 .3 .2 .1 .0 .0 — .1 — .2 — .3 — .3 — .3 — .3 — .4 — .6 — .6 — .6 — .6 — .6 — .4 — .3 ^ .4 — .2 — .2 .0 .0 .0 .0 —0.3 — .3 — .3 — .3 — .4 — .4 — .4 — .4 — .4 — .4 — .4 — .3 .0 .2 .3 .4 .2 .2 .8 5.2 6.9 6.0 4.0 3.2 2.2 1.6 1.2 1.0 .8 .6 0.2 .5 .6 .8 .6 i .1 .0 — .2 — .2 .0 .0 .0 .0 .0 .2 .2 .2 .2 .1 .1 .2 .4 .4 .5 .5 .4 .3 .3 - 0.4 .4 .2 .0 .0 — .1 — .1 — .1 — .1 — .1 — .1 — .1 — .2 — .2 — .2 — .2 — .2 — .2 — .2 — .1 — .2 .4 .8 .8 .6 .6 .4 .4 .8 .4 0.3 .3 .4 .7 .9 'i .9 .9 1.2 1.5 1.8 1.9 1.9 1.6 1.6 1.6 1.4 .8 .8 .6 , -B .5 .6 .8 .8 .7 2.6 2.8 2.8 2.6 2.4 2.3 2.2 2.0 1.7 1.7 1.6 1.5 1.5 1.4 1.3 1.4 1.6 1.8 1.7 1.5 1.2 1.0 .8 .8 .8 .8 .9 1.0 1.1 1.2 1.6 17.5 16.2 13.6 11.6 9.5 8.2 7.5 7.9 8.4 8.8 9.2 10.2 11.4 11.4 10.8 10.6 10.6 11.2 12.0 12.0 12.0 12.0 11.9 12.1 11.8 9.8 mc 11.2 10.8 2.9 6.6 6.7 6.7 5.0 . 6.0 6.5 7.2 8.0 7.9 7.2 6.5 6.4 6.0 6.8 5.6 6.6 6.6 5.4 5.0 4.6 4.4 4.2 4.8 5.6 6.4 6.4 5.8 5.4 5.2 4.9 4.6 4.2 3.8 3.6 3.4 3.2 3.0 3.0 3.2 4.0 4.5 5.1 6.8 7.1 7.0 6.2 6.4 4.6 4.4 4.4 4.6 4.6 4.4 4.4 4.3 4.4 5.3 8.6 5.8 6.0 5.6 6.4 6.6 6.2 6.4 7.6 7.6 7.0 6.6 6.2 6.6 5.3 4.8 4.5 4.6 4.6 4.5 4.4 4.4 4.5 4.5 4.6 4.5 4.4 4.0 3.9 10.1 11.2 11.9 12.2 12.0 11.4 9.2 8.2 8.4 8.6 7.8 7.9 8.2 8.2 9.5 10.8 11.2 11.2 10.7 9.6 9.3 9.2 10.0 10.6 10.6 9.1 8.4 6.6 5.9 5.6 6.0 6.2 4.1 3.9 4.2 4.8 4.0 3.7 3.8 4.2 4.2 4.1 3.8 3.5 3.2 2.9 2.8 2.6 2.4 2.1 2.0 1.9 1.7 1.6 1.4 1.4 1.2 1.0 1.0 .8 .8 2.0 2.0 2.0 1.9 1.9 1.7 2.4 2.8 3.4 3.6 4.3 6.5 5.2 4.6 3.6 3.4 3.2 3.0 2.9 2.6 2.2 2.0 1.8 1.8 1.6 1.5 ) 1.6 ' 1.6 1.9 2.4 0.7 .6 .6 .5 .4 i .4 .4 .4 .4 .4 .6 .6 .6 .6 .6 .6 .6 .3 .4 .4 .6 1.5 1.8 1.4 1.2 .8 .6 .3 0.2 .1 .0 — .2 — .2 — .2 — .2 — .2 — .2 — .2 — .1 — .1 — .1 — .2 — .2 1.0 1.4 .3 2.5 4.9 4.7 3.8 2.6 2.0 1.4 .9 .8 .6 .6 .6 .4 1.3 1.7 1.7 2.6 3.8 4.8 6.7 7.1 7.7 7.3 6.0 5.2 4.4 4.0 3.6 3.8 4.7 4.8 4.5 4.2 8.7 3.3 2.9 3.2 3.6 3.7 3.4 2.9 2.9 2.0 0.3 .4 .5 .5 .6 .8 .7 .6 .5 .6 .6 .5 .6 .9 1.1 1.2 1.0 .9 1.0 1.4 1.4 1.0 .8 .7 .6 .6 .6 .6 .4 .4 .4 1.3 1.3 1.2 1.0 1.0 i i:? 1.1 1.3 1.7 1.0 1.0 .9 .9 .9 .9 1.4 2.2 2.6 2.4 2.6 3.0 3.0 2.8 2.6 2.6 2.2 2.1 0.6 28 2 S 4 8.4 "8 2 5 .. . 2 2 6 1.6 7 1.3 8 1.0 9 .6 10 .6 11 .4 12 .4 IS .1 14 .0 16 — .2 16 — .2 17 — .2 18 — .1 19 .0 20 — .1 21 — .1 22 — .1 23 — .1 24 — .2 26 — .3 26 — .3 27 .0 28 .0 29 .0 30 0.7 .8 .7 1.0 3.6 6.9 9.6 10.9 11.1 10.4 8.2 6.9 6.6 4.4 3.5 8.2 3.1 3.0 3.0 2.4 2.7 2.8 3.8 6.2 9.4 13.0 m 17.4 18.9 — .2 31 1915 1 14.0 16.3 16.9 17.0 16.7 16.3 16.2 15.6 14.4 12.8 10.4 9.0 7.9 7.2 6.8 6.6 6.2 6.0 6.8 5.8 6.8 5.6 6.1 6.0 4.9 4.9 4.6 4.6 4.6 4.6 4.4 4.2 4.0 3.6 3.4 3.2 3.1 3.4 4.0 4.6 5.0 6.1 5.0 4.6 4.0 3.8 3.6 3.4 3.0 2.8 2.6 2.4 2.0 2.0 2.6 2.7 2.7 2.9 3.2 4.8 4.9 4.2 3.7 3.2 S.2 3.2 8.2 3.0 2.8 2.4 2.2 2.8 3.6 4.0 3.6 3.2 2.8 2.4 2.0 2.0 2.1 2.0 1.6 1.2 2.0 2 2.6 3 2.6 4 2.4 5 2.0 6 2.4 7 3.2 8 3.9 9 4.2 10 3.7 11 4.2 12 3.7 13 3.2 14 2.6 15 2.0 16 1.6 17*. 1.4 18 1.2 19 . 1.1 20 1.0 21 1.0 22 .9 23 . . .9 24 .8 25 .8 26 .7 27 .8 28 .9 29 .8 80 1.0 Tennessee River at Florence, Ala. 333 Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1895 2Z.'~ 3 4 5 11,000 11,000 10,600 10,500 9,990 10,500 10,500 11,000 11,500 12,000 11,500 11,500 11,600 11,500 11,500 48,500 39,400 32,600 31,000 24.800 75,400 68,800 64,600 63,500 62,400 47,600 62,300 77,700 89,400 115,000 69,900 64,600 59,300 56.300 62.300 48,600 47,600 46,700 43,000 41,200 47,600 42,100 37,700 35,100 32,600 17,300 22,000 25,600 28,600 30,200 47,600 36,000 28,600 24,100 22,700 21,300 22,700 22,700 21,300 21,300 6 7 8 9 10 9,990 11,000 11,500 11,500 11,500 12,600 12,600 12,000 12,000 12,000 11,600 11,000 11,500 11,500 12,000 23.400 24,800 46,600 68,300 78,800 61,400 62,400 67,700 64,500 58,300 132,000 139.000 136,000 117.000 89,400 48.500 49,400 60,400 77,700 91,800 39,400 41,200 46,600 49,400 64,300 29,400 28,600 27,100 27,100 29,400 29,400 34,300 40,300 47,600 49,400 21,300 20,600 20,000 18,600 19,300 20.000 19,300 19,300 19,300 20,000 11:::::::: 13 14 15 11,500 11,000 10,600 10,500 10,600 11,500 11,600 11,600 11,000 11,000 13,100 14,300 16,700 26,300 52,300 127.000 160.000 176.000 189,000 197,000 53,300 46,600 41.200 37,700 35,100 77,700 69,900 69,900 87,000 99,200 91,800 91,800 94,200 89,400 76,600 60,400 62,400 64,500 62,400 61,400 30,200 28,600 26,300 24,100 22,700 49,400 43,900 38,600 34,300 31,800 20,000 20,000 18,600 18,600 18,600 22,000 18,600 17,300 • 16,100 16,100 le n 18 19 20 10,500 11,500 13,100 13,100 12,600 11,000 11,500 11,000 11,000 11,000 68,800 68,800 60,400 49,400 39,400 206,000 213,000 181,000 134,000 109.000 34,300 33,400 34,300 35,100 35.100 102,000 102,000 96,700 89,400 123,000 66,600 61,400 58,300 56,300 68,800 60,400 60,400 66,300 62,300 46,600 22,000 21,300 22,000 22,700 22,700 31,800 27,100 26,300 25,600 24,800 18,600 18,600 18,000 18,000 20,000 16,100 18,000 19,300 17,300 16,100 21 22 23 24 25 11,500 11,000 11,000 11,000 11,000 11,000 11,000 11,000 11,000 11,000 31,000 27,900 23,400 22,000 20,000 107,000 117,000 113,000 104,000 97,900 37,700 40,300 43,000 44,800 47,600 ■ 157,000 160,000 161.000 172,000 173,000 80,000 78.800 71.000 61.400 65,300 44,800 44,800 44,800 43,000 37,700 22,700 21,300 20,000 19,300 19,300 23,400 22,700 21,300 19,300 18.600 28,600 39.400 42.100 38.500 36,100 16,100 16,600 14,300 14,300 14,300 26 27 28 ... 29 30 31 1896 1 .... 2 3 .... 4 5 11,000 10,500 11,000 11,000 10,600 10,500 11,600 11,600 11,600 11.500 11,000 11,500 11,500 11,500 11,600 11,500 18,600 18,600 22,700 29,400 39,400 60,400 12,000 13,100 13,100 13,700 13,700 99,200 103,000 97,900 90,600 84,600 80 000 48,500 60,400 48,500 172,000 165,000 128,000 102,000 85,800 75,400 62,300 53.300 53,300 54,300 52,300 41,200 48,500 60,400 62,400 68,300 63,300 19,300 18,600 18,600 18,000 17,300 18.000 17.300 17.300 19.300 60.400 69,300 31,800 29,400 29,400 27,100 24,100 22,000 13,700 13,100 12,600 12,000 11,600 11,000 11,000 11,000 11,000 11,500 40,300 37,700 36,800 36,000 36,100 69,900 134,000 148,000 156,000 145,000 36,100 33.400 33.400 31.800 30,200 80,000 134,000 178,000 203,000 210,000 41,200 38,500 34,300 32,600 32,600 19,300 18,600 18,000 18,000 22,000 16,700 16,700 18,000 18,600 19,300 46,600 38,500 34,300 31,000 28.600 20,600 18,000 16,100 14,300 14,300 6 7 8 9 10 11,000 11,000 11,000 11,000 11,000 11,500 12,000 12,000 12,000 12,600 13,100 13,100 18,100 13,100 13,100 36,100 33,400 32,600 33,400 30,200 135,000 129,000 119,000 132,000 139,000 31,000 33,400 36,800 33,400 31,800 216,000 230,000 243,000 264,000 235,000 31,000 31,000 31,800 31,000 29,400 29,400 31,000 29,400 28,600 26,300 20,600 21,300 22,000 23,400 28,600 27.900 26.600 26.300 27.100 25,600 13,700 13.100 12,000 12,000 12,000 11 12 13 14 16 11,000 11,000 10,500 10,500 11,000 12,600 12,600 12,000 12,000 12,600 13,100 13,100 12,600 12,600 13,700 29,400 27,900 25.e"0 24,100 23,400 132,000 121.000 119.000 127,000 128,000 31,000 31,000 30,200 30,200 31,800 167,000 96,700 68,800 66,300 48,600 27,900 26,300 23,400 22,000 20,600 26,300 28,600 38,600 88,500 32,600 47,600 94,200 123,000 125,000 108,000 22,000 20,600 19,300 18,000 18,000 16,500 14,800 14,900 14,300 13,100 16 17 18 .... 19 20 11,000 11,000 11,000 11,000 11,000 13,700 14,300 14,300 14,300 13,100 13,700 13,700 14,300 13,700 14,900 22.700 21.300 20,600 20,600 20,000 124,000 121,000 116,000 103.000 88.200 47,600 74,300 71,000 88,200 127,000 44,800 41,200 39,400 36.000 34,300 19,300 18,600 18,000 17,300 - 17,300 28,600 24,100 22,000 20,000 19,300 87,000 80,000 78,800 81.200 88,200 18,000 18,000 18,000 17,300 16,700 13,100 13,100 13,100 12,000 12,000 21 22 23 .... 24 25 11,000 11,000 11,000 ii,opo 11,000 13,100 13,100 13,100 12,000 12,000 13,700 14,300 14,300 14,300 17,300 19,300 20,000 22,000 26,300 30,200 72,100 61,400 53,300 46,600 43,000 141,000 141,000 127,000 105,000 90,600 32,600 31,800 31,800 31,000 29,400 17,300 16,700 16,700 16,700 17,300 18,600 18,000 19,300 21,300 20,600 80,000 64.600 50,400 43,900 43,900 16,100 15,600 14,900 14,900 14,300 11,600 12,000 11,500 11,500 11,000 26 27 28 29 30 31 11,000 10,600 10,500 10,600 10,600 11,500 12,000 12,000 12,600 12,600 12,600 39,400 71,000 62,400 45,700 42,100 41,200 39,400 49,400 5a,s9o 49,400 43,900 38,600 36,800 'stSoo 78,800 72,100 64 5.-)» O9.300- 66,300 63,600 29,400 34,300 mt 39,400 19,300 22,000 %z 23,400 20,600 20,600 19,300 21,300 19,300 17,300 54,300 62,300 60,400 66,600 69,900 58,300 14,300 14,300 14,900 14,900 16,600 16,700 11,000 11,000 12,000 13.100 14,300 334 Water Powers of Alabama j Second Report. Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Cotitimted. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept 1897 1 13,100 11,500 63.300 18.000 29,400 203,000 89,400 41,200 26,800 33,400 3S,100 14,900 2 13,100 11,500 66.600 17.300 37,700 208,000 109,000 40.300 25,600 31,000 30,200 14,900 3 13,100 11.500 82,300 16.700 41,200 181,000 107,000 39,400 26,600 27,900 26,300 13,700 4 14,300 12.000 90.600 18.000 69,300 120,000 157,000 40,300 26,300 26,600 23,400 13,100 5 14,900 12.000 89.400 20.600 78.800 91.800 195,000 47,600 25,600 24,100 22,700 13,100 6 15,600 12,600 72.100 21.300 84,600 99,200 210,000 68,300 25,600 22,700 22,000 13,100 7 16,100 12,600 56,300 21,300 89,400 145.000 215,000 69,300 25,600 20,600 22,700 12,600 8 16,100 12,000 46,700 21,300 88,200 161.000 210,000 56,300 24,800 21,300 21,300 12,000 9 14,900 12,B00 37,700 21,300 93.000 168.000 220,000 49,400 24,800 22,000 22,000 11,600 10 14,300 14,300 34,300 21,300 99,200 187,000 225,000 46,600 26,600 21,300 23,400 11,500 11 14,900 20,000 31.000 20,600 111,000 208,000 218,000 45,700 25,600 22,700 24,100 11,600 12 13,700 26,300 29,400 20,000 115,000 264,000 195,000 47,600 24,100 26,600 29,400 11,500 13 , 12,000 37,700 28,600 20.000 107,000 275,000 167,000 67,700 26,300 24,100 30,200 11,600 14 11,000 27,900 28,600 20.000 89,400 299,000 124,000 83,500 31.800 24.100 27,900 11,000 IB 11,000 36,000 34,300 23,400 81.200 308,000 103,000 119,000 31.000 25.600 24,100 11,000 16 11,000 42,100 38,600 27,100 77,700 334,000 91,800 146,000 27.100 25.600 22,700 10,500 17 11,000 40,300 36,000 33,400 77,700 362,000 83,500 162,000 26.600 24.100 20,000 10,500 18 .... 11,000 35,100 32,600 52,300 76,400 375,000 78,800 161,000 22,700 22.700 18,600 9,990 19 .... 12,000 30,200 29,400 60,400 69,900 481,000 76,600 132,000 21,300 27.100 16,700 9,990 20 12,000 27,900 27,100 61,400 63,600 460,000 73.200 102,000 20,600 37,700 17,300 9,990 21 11,500 24,100 26,300 58,300 68,300 420,000 67.700 72,100 20,000 42.100 18,600 9.990 22 .. 12,000 22,000 28,600 62,400 68,300 392,000 63.500 68,300 19,300 38.600 18,600 9,600 23 .... 12,000 19,300 29,400 62,400 61.400 356,000 57,300 48,500 20,000 38.500 19,300 9,600 24 .... 12,000 18,000 27,900 69,300 88,200 334,000 63,300 43,900 24,800 37.700 18,600 9,600 25 12,000 16,700 26,300 56,300 128.000 312,000 49,400 39,400 26,300 86,000 17,300 9.500 26 12,000 16,100 24.800 52,300 158,000 290,000 45,700 36,800 27,900 36,800 18,600 9.500 27 . 12,000 15,600 23,400 48,500 175,000 268,000 43,900 36,100 28.600 46,700 19,300 9,600 28 .... 11,500 20,600 20,600 43,000 193,000 240,000 42.100 33,400 32,600 65.600 18,600 9,500 29 30 .... 31 1898 11,500 11,500 11,500 9,500 52,300 62,300 20,600 19,300 18,600 9,990 38 500 162,000 40,300 41,200 30,200 32,600 72.100 17,300 9,500 34,300 31.000 31,000 117,000 27,900 27,100 50,400 31,800 58.300 16,100 9,500 94,200 25,600 43.900 16,100 16,100 36,000 11,500 102,000 61,400 27,100 22,700 9,500 11,000 11,000 27,900 78,800 26,600 95,400 51,400 24,100 16.100 47,600 22,000 g 9 500 11.000 12,000 27,100 63,600 24,100 119,000 49,400 21,300 16,100 62,300 20,600 4 9,500 11,000 13,100 24,800 55,300 23,400 124.000 44,800 20,000 14,900 60,400 20,600 B 9,500 10,500 20,000 22,700 47,600 22,700 119,000 40,300 20,000 14,900 44,800 45,700 6 7 8 9 10 9,500 9,020 9,020 9,020 9,020 10,500 21.300 22.700 43,900 21.300 117,000 37,700 18,600 14,900 36,000 104,000 11,000 22.000 22.000 40,300 21.300 108,000 34,300 17,300 14,300 33,400 131,000 11,000 26.600 20.600 36,800 21.300 102,000 33,400 16,700 14,300 62,400 139,000 11,000 24.800 20.000 34,300 22.700 96,700 31,800 16,100 14,300 84,600 123,000 11,500 23.400 19.300 31.800 22.700 85,800 28,600 14,900 14,300 89,400 88,200 11 12 13 14 15 8,560 9,020 9,020 9.020 9,020 12,000 22.000 20,600 31.800 22.000 77,700 27,900 14,300 14,300 84,600 66.600 11,500 19.300 24,100 80,200 21.300 74,300 27,900 13,700 16,500 74,300 55.300 11,500 19.300 33.400 28.600 22,700 74,300 27,100 13,700 16,700 66,600 46.600 11,000 16,700 43,900 28,600 22,700 76,600 28,600 13,100 18.600 77,700 39.400 11.000 16,700 119,000 27,100 24,800 74,300 28,600 13,700 19.300 91,800 35,100 16 17 18 9,020 9,500 9,990 11,000 11,000 16,100 161,000 26,300 42,100 72,100 27,100 14,300 18,600 102,000 31.000 11,500 16,100 136,000 26,600 43,900 69,900 25,600 14,300 18,000 96,700 27,900 11,500 17,300 107,000 24,100 40,300 68,800 24,100 13,700 18,000 77,700 24,800 11,000 20,000 112,000 24,100 49,400 76,600 23,400 13,700 20,000 61,400 24.100 20 11,000 11,000 25,600 151,000 24,100 46,600 97,900 23,400 14,300 24,100 48,500 23,400 21 11,600 10,600 48,600 129,000 23,400 44,800 97,900 22,700 14,300 28,600 41,200 22,000 22 11,500 9,990 62,400 126,000 22,700 45,700 88,200 22,700 20,000 26,600 36,000 23 11,500 9,990 71,000 141,000 22,700 48,900 81,200 22,000 26,600 22,700 36,000 21,300 12,000 12,600 9,990 77,700 139,000 22,000 38,500 72,100 21,300 29.400 21,300 38,600 20,600 2B 9,990 88,200 132,000 22,000 38,500 66,600 21,300 36,800 20,000 31.000 24,100 12,000 9,990 77,700 146,000 22,700 36,000 66,600 20.000 31,800 20,000 29.400 27,900 12,000 9,990 63,600 167,000 24,100 32,600 61,400 20.000 27,900 21,300 26.300 29,400 28 29 80 12,000 12,000 12,000 11 KOn 9,990 9,990 9,990 54,300 44,800 39,400 34.300 151,000 134,000 ^/My 5S,500 56,30^ ;;i,000 23,400 24,100 20,600 26,300 27.100 24.100 22.700 37,700 37,700 66,300 66,300 28,600 17,300 33,400 21,800 32.600 67,300 30,200 36,800 22,000 Tennessee River at Florence, Ala. 336 Daily discharge, in second-feet, of Tennessee River at Florence, AJa. — Continued. Oct. Nov. Dec. Jan. Feb. I I Mar. I Apr. | May I I June July Aug. 26,300 23,400 21.300 20,000 19,300 19,300 38,500 90,600 99,200 82,300 64,500 62,300 46,600 41,200 36,000 34,300 32,600 30,200 29,400 30,200 36,000 46,700 67,300 67,300 60,400 46,600 45,700 45,700 43,000 37,700 34,300 11,600 11,000 11,000 11,000 11,000 11,000 11,000 11,000 11,000 10,600 11,000 11,000 11,500 12,000 12,600 13,100 13,100 13,100 12,000 11,500 11,600 11,500 11,500 11,000 11,000 11,000 11,000 11,000 11,000 10,600 10,5001 31,800 29,400 26,300 26,600 24,800 23,400 23,400 22,700 22,700 23,400 24,800 25,600 26,300 27,100 30,200 29,400 27,900 26,300 26,300 26,300 27,900 31,000 39,400 43,900 47,600 46,600 44,800 41,200 37,700 33,400 10,500 10,500 10,600 10,500 10,600 11,000 11,000 11,000 11,600 11,600 11,500 12,000 12,000 12,000 12,000 11,600 11,500 11,500 11,000 11,000 11,000 11,500 11,600 11,000 12,000 12,000 13,100 14,300 15,500 15,600 33,400 31,800 31,000 31,000 32,600 33,400 33,400 36,000 38,500 38,500 36,800 34,300 32,600 31,000 29,400 26,300 24,800 24,800 23,400 26,300 34,300 42,100 46,600 43,000 39,400 37,700 36,000 36,000 36,000 35,100 34,300 14,900 14,300 13,700 13,700 12,600 13,100 13,100 13,100 12,600 13,100 26,600 38,500 46,600 58,300 64,600 62,400 66,300 48,500 46,600 53,300 46,600 43,900 44,800 68,300 61,400 66,600 62,400 54,300 49,400 44,800 41,200 33,400 32,600 31,000 30,200 33,400 66,600 117,000 164,000 161,000 164,000 167,000 145,000 117,000 94,200 80,000 71,000 64,600 62,400 60,400 58,300 54,300 62,300 41,200 44,800 60,400 65,690 63,500 63,500 56,300 50,400 46,600 36,100 31,000 27,100 23,400 20,000 17,300 16,700 16,700 16,700 18,000 24,100 47,600 57,300 71,000 76,600 74,300 67,700 62,400 61,400 72,100 86,800 94,200 87,000 77,700 66,600 46,600 48,500 50,400 69,900 142,000 189,000 220,000 228,000 223,000 240,000 260,000 257,000 257,000 264,000 238,000 166,000 107,000 89,400 84,600 88,200 96,700 99,200 96,700 89,400 84,600 104,000 157,000 200,000 29,400 27,900 26,300 24,100 26,300 29,400 31,000 31,000 41,200 64,300 68,300 68,800 89,400 123,000 142,000 160,000 168,000 166,000 154,000 112,000 86,800 68,800 68,800 71,000 73,200 58,300 50,400 4?, 000 178,000 164,000 165,000 166,000 164,000 167,000 164,000 162,000 136,000 143,000 132,000 142,000 167,000 168,000 178,000 179,000 168,000 128,000 127,000 213,000 276,000 290,000 304,000 342,000 352,000 346,000 340,000 332,000 326,000 321,000 316,000 308,000 297,000 261,000 208.000 167,000 80,000 83,500 73,200 77,700 84,600 91,800 104,000 115,000 117,000 123,000 129,000 131,000 127,000 116,000 96,700 120,000 113,000 131,000 146,000 161,000 161,000 139,000 123,000 107,000 94,200 83,500 75,400 71,000 66,600 62,400 68,300 66,300 69,300 64,500 87,000 99,200 94,200 90,600 82,300 72,100 64,600 68,300 64,300 60,400 46,600 44,800 42,100 44,800 63,300 60,400 64,500 69,900 73,200 69,900 64,500 61,400 61,400 59,300 67,300 60,400 44,800 43,000 38,600 36,000 34,300 31,8''0 31,000 29,400 28,600 26,300 26,300 71,000 64,500 68,300 66,300 66,300 66,300 60,400 62,400 62,400 68,300 94,2001 117,000 117,000 109,000 89,400 82,300 1 77,700 73,200|i20,000 66,6001223,000 62,400 1240,000 76,4001243,000 90,6001220,000 94,2001176,000 gg.i'oo 156,000 117,000 128,009 73,200 128,000 62,4001115,000 71 Ono 99,?0C 36,000 82,300 31,800| I 78,800 143,000 125,000 109,000 99,200 66,600 62,400 59,300 52,300 47,600 41,200 39,400 37,700 36,000 36,000 34,300 32,600 31,000 31,000 28,600 27,900 26,300 25,600 24,800 24,100 23,400 23,400 22,700 24,100 27,900 26,300 24,100 22,000 f,000 ,300 23,400 24,100 26,600 26,600 25,600 24,800 24,800 25,600 27,100 26,300 24,800 24,800 22,700 21,300 22,000 22,700 27,100 31,000 36,000 36,000 36,600 37,700 33,400 29,400 26,300 24,800 22,000 20,600 19,300 18,600 18,600 18,000 I 24,800 26,300 29,400 32,600 36,000 46,600 52,300 66,300 57,300 60,400 55,300 47,600 44,800 41,200 49,400 47,600 60,400 52,300 52,300 65,300 62,400 66,600 73,200 91,800 94,200 96,700 126,000 142,000 131,000 109,000 20,600 20,600 19,300 19,300 19,300 18,000 17,300 16,700 16,500 16,500 16,700 16,700 16,100 16,600 16,500 14,900 14,900 14,300 13,700 13,700 13,700 14,900 17,300 18,600 20,000 20,600 24,100 24,100 22,000 22,000 24,100 94,200 89,400 83,500 81,200 68,800 66,300 48,600 42,100 39,400 36,000 29,400 31,000 31,000 29,400 27,900 24,800 24,100 23,400 24,100 24,100 23,400 22,000 20,600 20,600 20,000 20,000 27,900 31,000 30,200 31,800 46,600 26,300 26,300 27,900 24,800 22,000 19,300 18,000 16,700 16,700 16,100 16,500 15,500 16,600 15,600 14,300 14,300 14,300 16,600 16,100 15,500 15,600 14,900 14,300 13,700 13,100 13,100 12,600 12,000 12,000 12,000 11,600 52,300 47,600 41,200 36,000 31,000 27,100 24,100 22,000 19,300 18,000 16,700 16,700 15,600 14,900 14,300 14,300 14,300 14,300 16,100 15,600 14,900 14,900 15,500 16,600 14,300 14,300 13,700 14,300 16,500 18,000 19,300 336 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 1901 1 2 3 4 5 14,900 14,300 14,300 14,300 13,100 25,600 22,000 19,300 18,000 16,700 107,000 91,800 67,700 48,600 41,200 36,000 37,700 39,400 41,200 40,800 63,300 54,300 66,600 104,000 113,000 26,300 26,800 27,900 27,900 27,900 148,000 145,000 146,000 151,000 165,000 105,000 91,800 78,800 67,700 69,800 108,000 95,400 88.200 78,800 67.700 46,600 41,200 86,800 36,000 36,800 16.100 16.100 16,100 16,100 16,100 71,000 68,800 67,700 65,600 64,500 6 7 8 9 10 12,600 12,600 15,600 15,500 13,700 16,700 18,600 20,000 22,000 23,400 39,400 89,400 43,900 64,300 58,300 39,400 36,000 34,300 31,000 31,000 109,000 106,000 97,900 89,400 87,000 27,900 31,000 32,600 86,000 77,700 176,000 181,000 178,000 162,000 134,000 64.300 49,400 43,900 48,500 41,200 59.300 52.300 47.600 48,600 50,400 36,800 85,100 33,400 31,800 80,200 17,800 18,600 16,100 16,100 43,900 65,600 61,400 51,400 44,800 40,300 11 12 13 14 15 15,500 26,300 37,700 31,800 29,400 23,400 20,600 19,300 18,000 16,700 56,300 48,500 43,000 36,800 82,600 46,600 116,000 160,000 178,000 189,000 77,700 69,900 64,600 68,300 66,800 126,000 131,000 126,000 112,000 91,800 102,000 81,200 69,900 64,500 62,400 39,400 39,400 37,700 36,800 86,000 49,400 49,400 56,300 49,400 43,900 30,200 88,400 36,800 33,400 29,400 67,700 60,400 60,400 40,800 39,400 36,800 33,400 38,400 31,000 38,500 16 17 18 19 20 24,800 20,000 18,000 15,500 14,900 16,100 15,600 14,900 14,300 14,900 31,000 27,900 26,300 24,800 28,400 193,000 193,000 181,000 145,000 95,400 66,800 52,800 48,600 44,800 39,400 74,300 62,400 58,300 48,500 44,800 68,800 72,100 78,800 104,000 149,000 36,100 83,400 32.600 31.800 31.800 41,200 40,800 46,700 85,300 60,400 26,300 24,100 23,400 22,70O 22,700 69,900 149,000 178,000 206,000 228,000 55,300 63,600 80,000 76,600 78,800 21 22 23 24 25 14,300 14,900 16,500 16,700 16,700 18,000 19,300 18,000 17,300 19,800 24,800 29,400 29,400 32,600 36,000 71,000 68,800 68,300 52,300 63,500 39,400 36,800 84,300 32,600 32,600 44,800 44,800 43,000 39,400 40,300 178,000 189,000 195.000 192,000 190.000 40,800 63,500 100,000 185,000 156,000 69.800 66.300 51.400 60,400 59,300 22,700 22,000 22,700 22,700 22.000 231,000 288,000 226,000 211,000 192,000 76,600 67,700 58,300 61,400 43,900 26 27 28 29 15,600 13,100 36,100 43,000 38,600 33,400 48,600 65,600 99,200 109,000 38,500 89,400 39,400 86,000 34,800 32,600 16,600 15,600 16,100 16,100 16,100 62,400 62,400 68,800 ■54,300 62,800 62,800 80,200 29,400 27,900 44,800 60,400 87,000 128,000 139,000 162,000 184,000 172,000 151,000 181,000 117,000 170,000 185,000 192,000 192,000 167,000 132,000 86,800 86,800 41,200 62,400 66,600 57,800 60,400 56,800 69,800 53,300 22.000 20,000 18,600 17.300 16,700 16,100 170,000 146,000 116,000 93,000 83,500 76,600 38,500 36,100 33,400 35,100 30 .... 31 1902 1 2 3 4 B 36,800 33,400 31,800 30,200 30,200 30,200 16,700 16,700 16,100 16,100 16,100 208,000 220,000 233,000 236,000 268,000 184,000 192,000 198,000 197,000 198,000 148,000 173,000 184,000 200,000 226.000 216,000 210,000 203,000 216,000 210,000 26,600 26,800 26,600 23,400 21,300 21,800 27,100 46,700 59.300 63.800 17,300 16,100 16,100 14,900 14,300 12,000 12.600 12,600 18,700 13,100 6 7 8 9 .... 10 30,200 28,600 28,600 27,900 27,100 16,100 16,100 16,100 16,100 16,100 16,100 16,100 16,100 16,700 17,300 272,000 263,000 213,000 136,000 90,600 185,000 172,000 165,000 123,000 89,400 247,000 264,000 278,000 278,000 261,000 167,000 125,000 108,000 102,000 94,200 60,400 49,400 42,100 38,500 36.800 20,600 20,600 20,600 20,000 18,600 45,700 40,300 33,400 28,600 24,100 14,800 14,300 14,900 14,900 14,900 11,600 11,600 11,600 11,600 11,600 11 12 13 14 15 24,800 24,100 22,700 22,700 22,700 16,100 16,100 16,100 16,100 16,100 18,600 19,300 22,000 27,900 77,700 82,300 60,400 63,300 49,400 46,600 78,200 68,600 68,300 64,300 62,800 286,000 189,000 154,000 120,000 102,000 87,000 80,000 75,400 68,^00 64,500 86.800 33,400 31,800 80,200 28,600 18,600 18,600 18,600 18,600 18,600 22,700 21,300 20,000 19,800 18,600 18,700 18,700 18,700 14,900 14,900 11.600 11.500 11.500 11.600 11,600 16 17 18 19 20 24,100 24,800 24,800 24,800 24,100 15,500 15,600 15,600 15,500 16,600 186,000 175,000 187,000 190,000 190,000 43,000 40,300 88,500 38,600 43,000 52,300 51,400 48,600 46,600 44,800 93,000 99,200 108,000 112,000 115,000 62,400 58,800 56,800 54,300 61,400 27,900 28,600 28,600 27,900 27,900 18,600 18,000 17,300 17,300 17,800 20,000 24.100 24.100 22,000 20,000 14,900 14,300 13,700 12.600 12,000 12,000 12,600 12,600 12.600 12,600 21 22 23 24 25 22,700 22,000 21,300 20,000 19,300 16,500 14,900 14,900 14,900 16,600 176,000 131,000 83,600 66,600 54,300 46,700 55,300 68,300 60,400 58,300 43,900 44,800 46,600 49,400 66,300 111,000 99,200 96,700 82,300 71,000 50,400 48,500 47,600 46,600 44,800 27,100 27,100 26.600 26.600 26.300 20,000 22,700 24,100 24,100 22,700 18,600 16,700 16,100 15,600 15.600 12,000 12,000 12,000 12.000 12,00C 12,000 11,600 11,600 11,000 12,000 26 27 28 ... 29 . 80 . 19,800 18,600 18,000 18,000 18,000 17,300 15,600 15,600 16,600 16,600 16,600 66,300 61,400 82,300 126,000 172,000 193,000 69,300 76,400 90,700 97,a?.t 128,000 68,800 76,600 102,000 68,806 67,700 84, SCO 2i4,li0i> 243,000 285,000 43,000 41,200 4i,?00 i)8,S0G 37,700 26.300 26,300 S5,600 24,800 22,700 24,100 21,300 21,300 20,000 21.800 21.800 16.600 14.90C 14,900 14,80C 14,900 14.90C 12,000 12,000 11, BOO 12,00C 12,60C 12,00C 14,300 15,600 16,100 19,300 22,000 31 162,000 Tennessee River at Florence, Ala. 337 Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Continued. Day 1 Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 20,600 21,300 20,600 20,600 20,600 20,600 18,000 16,700 15,500 14,300 15,600 15,500 18,000 15,500 20,000 18,000 17,300 18,000 19,300 18,600 18,000 16,700 15,500 13,100 13,100 12,000 12,000 11,000 10,500 10,500 9,990 9,020 9,020 9,020 9,020 8,560 8,560 8,550 9,990 11,000 10,500 9,990 9,500 9,990 10,600 10,600 11,000 12,000 11,000 10,600 9,990 9,500 9,600 9,500 9,020 9,020 9,020 9,020 9,020 9,020 9,020 9,020 9,500 9,500 9,500 9,020 9,500 9,990 9,990 9,990 9.990 9,990 9,990 11,000 11,600 11,500 11,500 11,500 11,500 11,500 11,000 9,990 9,990 9,990 9,990 10,500 16,7.00 26,300 29,400 33,400 41,200 43,900 9,020 9,020 9,990 11,000 13,100 12,600 12,000 11,600 12,000 12,000 11,000 10,500 10,500 10,600 10,500 10,600 11,000 18,000 14,900 14,900 24,100 36,100 30,200 27,100 21,300 17,300 16,500 13,700 13,700 12,000 47,600 48,500 52,300 56,300 62,400 72,100 66,600 60,400 65,300 49,400 44,800 39,400 34,300 31,000 31,000 59,300 60,400 64,300 54,300 60,400 66,600 73,200 73,200 76,400 75,400 64,600 56,300 48,500 44,800 42,100 39,400 11,500 11,500 11,500 11,000 11,000 10,500 9,990 9,990 9,600 9,500 9,600 9,500 9,990 9,990 9,990 9,990 9,990 9,990 10,500 14,300 27,900 20,000 21,300 27,900 30,200 27,900 26,300 23,400 22,000 21,300 22,000 37,700 40,300 53,300 64,800 53,300 64,300 66,300 64,300 68,300 55,300 55,300 67,300 56,300 55,300 54,300 57,300 54,300 48,500 44,800 43,000 39,400 36,000 34,300 32,600 31,000 29,400 S1,000 39,400 43,000 41,200 41,200 22,700 23,400 22,000 20,000 16,700 15,500 14,900 14,300 13,700 13,700 13,100 12,600 13,100 13,100 13,700 13,700 14,300 14,900 18,000 19,300 21,300 27,900 43,000 48,600 66,600 80,000 66,600 5e,?oo 48,608i 43,0001 36,0001 39,400 38,600 44,800 87,000 116,000 138,000 162,000 189,000 200,000 189,000 196,000 200,000 187,000 175,000 173,000 172,000 203,000 215,000 215,000 213,000 211,000 218,000 216,000 190,000 143,000 99,200 80,000 100,000 165,000 192,000 205,000 216,000 226,000 236,000 230,000 223,000 206,000 200,000 201,000 203,000 203,000 200,000 186,000 162,000 141,000 120,000 102,000 88,200 80,000 77,700 76,600 77,700 91,800 124,000 151,000 168,000 178,000 175,000 152,000 142,000 139,000 139,000 132,000 120,000 106,000 97,900 100,000 119,000 148,000 172,000 184,000 200,000 226,000 221,000 210,000 193,000 181,000 172,000 162,000 142,000 125,000 111,000 102,000 96,700 87,000 78,800 73,200 67,700 64,600 32,600 27,900 24,800 23,400 22,000 20,600 19,300 18,600 20,000 23,400 32,600 37,700 37,700 36,000 32,600 31,000 28,600 27,100 23,400 22,700 22,700 22,000 23,400 31,000 40,300 50,400 62,300 48,330 50,400 66,300 66,300 .63,300 50,400 48,600 46,600 66,300 60,400 67,700 80,000 84,600 82,300 80,000 82,300 81,200 80,000 71,000 60,400 56,300 52,300 78,800 97,900 128,000 160,000 176,000 210,000 206,000 l^y7,0i)0| 167,0001 143,000 120,000 105,000 85,800 73,200 62,400 56,300 62,300 50,400 56,300 56,300 66,300 52,300 48,500 44,800 41,200 39,400 36,800 34,300 32,600 31,000 31,000 31,000 31,000 29,400 28,600 27,900 27,100 27,100 26,'oOa 25,600 64,500 63,600 60,400 56,300 52,300 48,500 44,800 43,900 43,900 41,200 39,400 38,500 37,700 42,100 60,400 67,300 45,700 43,000 39,400 35,100 32,600 31,000 30,200 27,900 27,100 26,600 24,800 24,800 22,700 23,400 31,000 27,900 30,200 36,000 44,800 43,000 39,400 37,700 36,100 34,300 35,100 36,800 39,400 42,100 44,800 41,200 38,500 34,300 31,000 31,000 29,400 26,300 24,800 23,400 22,000 20,000 19,300 19,300 13,000 18,000 18,600 18,600 52,300 64,500 68,800 81,200 107,000 102,000 94,200 87,000 82,300 84,600 78,800 73,200 67,700 61,400 66,300 49,400 44,800 42,100 36,000 32,600 29,400 27,900 27,100 27,900 27,100 29,400 27,900 27,100 ^7,100 27,100 27,900 34,300 39,400 36,000 32,600 29,400 26,300 33,400 31,000 27,100 24,800 22,700 20,600 20,600 18,000 17,300 16,700 16,100 16,100 16,600 14,900 14,900 14,300 13,700 13,700 15,600 14,900 14,900 16,700 16,700 29,400 29,400 27,100 26,300 24,800 23,400 23,400 24,100 24,800 24,100 24,100 24,800 28,600 28,600 29,400 33,400 35,100 35,100 34,300 32,600 29,400 26,300 23,400 22,700 22,700 20,600 18,600 18,000 16,700 16,100 16,500 16,100 16,700 18,000 20,000 21,300 24,100 24,100 26,300 24,800 20,600 19,300 18,000 18,000 18,600 18,600 19,300 20,000 20,000 19,300 16,700 16,700 16,100 16,100 16,500 14,300 14,300 a3,700 14,300 13,700 13,700 13,700 14,900 14,900 16,100 18,000 17,300 19,300 26,300 26,300 27,900 26,300 22,000 23,400 22,000 19,300 18,000 18,000 22,000 24,800 26,300 24,100 22,000 21,300 21,300 20,000 18,000 16,700 16,100 14,300 13,700 13,100 13,100 13,700 14,300 15,500 14,900 14,900 15,600 16,700 16,700 18,600 22,000 24,800 27,900 27,100 24,800 24,100 24,800 23,400 21,300 22,000 23,400 21,300 20,000 17,300 16,700 16,700 15,500 14,900 16,600 16,700 16,700 15,500 338 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Continued. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. 11.500 11,000 11,600 11,500 12,600 12,600 12,600 12,000 11,500 13,100 16,700 22,000 20,600 18,600 19,300 22,700 23,400 22,000 20,000 20,000 19,300 18,000 15,500 14,300 14,300 15,500 21,300 20,600 22,000 22,000 22,700 22,000 20,000 19,300 18,000 16,700 15,500 14,300 14,300 14,300 13,700 13,100 13,100 13,100 13,100 12,600 12,600 12,000 12,000 11,500 11,000 11,000 11,000 11,500 11,500 11,500 11,600 12,000 12,000 12,600 12,600 11,000 11,500 11,500 11,500 12,000 16,500 22,000 24,800 29,400 32,600 34,300 32,600 28,600 24,800 20,000 18,000 16,700 16,100 16,600 14,900 14,300 13,700 13,100 13,100 14,300 16,700 20,000 41,200 54,300 71,000 85,800 12,600 12,600 13,100 16,100 18,000 33,400 60,400 64,600 60,400 57,300 60,400 68,800 68,800 66,600 64,600 76,400 68,800 68,800 62.400 56,300 64,300 64,500 77,700 94,200 94,200 94.200 96,400 89,400 73,200 67,700 59,300 71,000 58,300 46,600 39,400 34,300 29,400 27,900 31,000 28,600 29.400 32,600 50,400 77,700 83,500 112,000 126,000 123,000 109,000 84,600 64,600 64,300 46,600 43.000 38,600 34,300 31,800 29,400 27,900 26,300 25,600 26,300 25,600 24,800 24,800 25.600 28,600 36,100 49,400 62,400 117,000 160,000 175.000 201,000 201,000 193,000 161.000 136,000 117,000 102,000 91,800 94,200 146,000 175.000 182.000 186,000 182,000 168,000 146,000 115,000 94,200 78,800 67.700 62,400 66,300 50,400 47.600 46.600 68.300 99,200 115,000 128,000 142,000 139,000 126,000 107,000 84,600 68,800 60,400 54,300 66,300 63,600 66,600 66,600 63.500 67,300 62,300 48,500 46,600 43,000 39,400 36,800 36,000 35,100 35.100 35,100 34,300 32,600 31,000 31,000 32,600 34,300 41,200 41,200 43,000 44,800 47,600 50,400 48,500 44,800 40,300 37,700 34,300 32,600 32,600 31,800 31,800 32,600 36,800 43,000 61.400 66.300 64.500 64.600 60,400 62,300 46,600 45,700 46.600 44.800 44,800 60.400 66.300 66,300 60.400 46,600 41.200 44,800 52,300 73,200 89,400' 89,400 77,700 71,000 94,200 104,000 99,200 91,800 77,700 64,500 54,300 46,600 64,300 49,400 48,600 56,300 71,000 88,200 96,700 104,000 96.700 89,400 77.700 73,200 74,300 68,800 63,600 68.300 58,300 61,400 66,600 71,000 69,900 80,000 134,000 164,000 146,000 136,000 148,000 165.000 116,000 90,600 78,800 75.400 71,000 64,500 60,400 58,300 64,300 60,400 46.600 43,000 39,400 37,700 36,000 34,300 32,600 31,000 31,000 30,200 30,200 29.400 29,400 30,200 32,600 36,000 39,400 43,900 43,900 ^^3,000 39,400 124,000 38,600 128,000 46,6001126,000 66,600 107,000 71,000 89,400 80,000 75,400 80,000 66,600 71,000 69,300 64,500| 58,300 68,300| 66,300 52,300| 67,300 46,6001 68,300 44,800 1 62,400 45,700| 66,600 77.700 64,600 107,000 95,400 89,400 94,200 112,000 115,000 107,000 96,700 83.500 73.200 64,600 60,400 64,600 iXa,;.'jC 97,900| 119,000 61,400 60,400 60,400 64.600 68,800 66,000 60,400 52,300 47.600 43.000 41,200 39.400 37,700 36,000 36,000 36,100 34,300 33,400 33,400 34,300 34,300 35,100 37,700 41,200 48,600 64,300 62,300 44,800 38,600 36,000 81,800 29,400 26,300 24,800 23,400 23,400 22,000 20,600 20,600 22,000 24,100 27,900 5.1,000 28,600 27,100 43,000 42,100 41,260 36,800 32,600 29,400 27,900 24,800 24,100 23,400 22,000 21,300 21,300 19,300 18.600 19.300 22.000 22,000 22,000 21,300 20,600 26,300 37,700 43,000 46,600 43,000 41,200 46,600 60,400 58,300 26,300 29,400 31,000 30,200 29,400 31,000 31,000 31,000 26,300 26.600 24,800 23,400 22,000 22,000 22,000 24,100 32,600 43,000 64,300 62,300 46,600 40,300 36,000 31,800 28,600 28,600 34,300 39,400 39.400 37,700 62,400 76,600 73,200 58,300 46,600 37,700 34.300 32.600 32.600 31,000 36.000 41.200 43,900 43,000 48,500 71,000 81,200 72,100 60,400 61.400 41,200 34,300 31,000 31,000 31,000 31,800 31,000 30,200 30.200 29,400 27,100 34,300 31,000 27,900 27,100 26,300 24,800 22,700 22,000 22,000 22,700 22,700 26,300 33,400 36,100 34,300 60,400 60,400 77,700 87,000 96,700 111,000 104,000 89,400 82,300 93,000 97,900 83.600 68,800 61,400 68,300 52,300 24,800 23,400 22,000 22,000 22,000 22.000 22,000 20,000 19.300 19,300 20,600 22,000 27,900 37,700 46,600 55.300 60.400 56,300 60,400 46,600 41,200 38,600 34,300 32,600 29,400 27,900 34,300 39,400 36,800 32,600 30,200 48,600 48,600 63,300 59,300 60.400 57,300 50,400 60,400 46,600 44,800 41,200 39,400 36,000 36,000 37,700 34,300 36,800 39,400 44,800 46,600 48,500 48,600 48,500 46,600 43,000 41,200 39,400 41,200 44,800 43,000 39.400 Tennessee River at Florence, Ala. 339 aily discharge, in second-feet, of Tennessee River at Florence, Ala. — Continued. ly Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. )7 87,000 31,000 62,300 129,000 53,300 87,000 36,000 77.700 40.300 36,800 20,000 19,300 102,000 31.000 46,600 161,000 102,000 145,000 35,100 64.500 46.600 37,700 20,600 18,600 166,000 28,600 43,000 161,000 129,000 162,000 35,100 68.300 43.900 39,400 24,100 18,000 187,000 27,900 41,200 160,000 131,000 166,000 40,300 66,300 43,000 37,700 29,400 16,700 189,000 27,100 39,400 142,000 125,000 167,000 43.900 52,300 43,900 34,800 26,300 16,700 187,000 26,300 37,700 113,000 105,000 164,000 44,800 52,300 43,000 31,000 22,700 16,700 181,000 24,800 36,800 93,000 89,400 149,000 44.800 66,600 48,600 29,400 20,600 16,100 168,000 23,400 36,000 77,700 81,200 124,000 47,600 84,600 58,300 26,300 19,300 14.900 148,000 23,400 36,100 71,000 78,800 99,200 64,500 97,900 66,300 26,600 18,000 15,600 134,000 22,700 36.800 64,600 75,400 84,600 76,400 104,000 64,300 23,400 20,600 16,700 112,000 22,700 37,700 68,800 68,800 83,500 72,100 120.000 61,400 21,300 21,300 16,100 91,800 22,000 37,700 54,300 62,400 84,600 68,800 138.000 68.800 21,300 20,600 22,000 76,600 21,300 37,700 50,400 56,300 85,800 68,800 128,000 82,300 22,000 19,300 22,700 64,600 21,300 87,700 48,500 50,400 90,600 62,400 102.000 84.600 29,400 20,600 24,100 65,300 22,000 38,600 46,600 48,500 120,000 69,300 113,000 76.400 31,000 23,400 27,100 49,400 22,700 38,500 43,900 44,800 117,000 54.300 97,900 71,000 36,000 24,800 26,300 46,600 24,800 46,600 41,200 41,200 116,000 49.400 99,200 69.900 43,000 23,400 24,100 44,800 27,900 63,500 39,400 39,400 109,000 46.600 87,000 75,400 44,800 21,300 22,000 43,900 44,800 62,400 38,500 38,500 100,000 43.900 75,400 93,000 39,400 20,600 19,300 47,600 53,300 57,300 39,400 36,000 89,400 43.900 62,400 87,000 36,000 21,300 16,700 52,300 104,000 67,700 43,900 34,300 80,000 43.900 52,300 63,600 31,800 21.300 16,100 52,300 162,000 71,000 44,800 32,600 72,100 44,800 47,600 47,600 29,400 21,300 20,000 48,500 178,000 71,000 46,700 32,600 62,400 62,300 43,000 39,400 28,600 20,600 21,300 60,400 190,000 66,600 48,600 34,300 58,300 53,300 39,400 36,800 27,100 20,000 28,600 56,300 201,000 60,400 65,300 37,700 62,300 64,300 39,400 38,500 25,600 22,000 31,000 54,300 195,000 66,300 53,300 41,200 47,600 68,300 36,800 37,700 23,400 22,700 46,600 50,400 165,000 62,300 47,600 43,900 44,800 58,300 36,000 39,400 22,000 22,000 67,700 43,900 113,000 48,600 43,000 52,300 41,200 58,300 31,000 39,400 20,000 22,000 64,500 39,400 76,600 44,800 39,400 . .. 39,400 58,300 31.000 39,400 20,000 22,000 57,300 36,000 60,400 48,600 39,400 .„ 38,600 66,600 31.000 38,600 19,300 21,300 46,600 34,300 38,600 73,200 62,400 37,700 97,900 35,100 87,000 08 13,100 50,400 63,500 77,700 39,400 24,800 15,500 36,000 34,300 14,300 51,400 124,000 64,600 63,600 68,800 76,600 37,700 22,000 14,900 30,200 33,400 14,900 43,000 131,000 67,700 62,400 62,400 62,400 37,700 20,600 16,500 25.600 30,200 16,600 38,600 131,000 67,700 64,500 67,300 56,300 41,200 20,600 16,700 22,000 27,100 14,900 34,300 131,000 68,800 68,800 54,300 66,600 45,700 20,600 17,300 20,000 23,400 14,900 31,000 125,000 67,700 73,200 66,600 99,200 41,200 19,300 20,600 20,600 22,000 15,600 29,400 113,000 66,600 76,600 96.700 87,000 38,600 24,100 20,000 20,000 22,000 19,300 26,300 120,000 63,500 75,400 99,200 74.300 39,400 34,300 20,000 20,000 20,600 20,000 26,300 117,000 60,400 69,900 83,500 64.500 41,200 89,400 22,000 20,000 21,300 23,400 25,600 104,000 73,200 68,800 66,600 60,400 40,300 41,200 24,100 20,600 21,300 23,400 27,900 89,400 103,000 71,000 58,300 59,300 39,400 41,200 26,300 23,400 20,600 23,400 28,600 80,000 117,000 77,700 52,300 69,300 36,000 43,000 27,900 24,800 19,300 29,400 28,600 77,700 116,000 80,000 48,500 58,300 32.600 42,100 29,400 18,000 37,700 31,000 77,700 120,000 80,000 44,800 54,300 31.800 39,400 26,300 16,700 62,300 37,700 104,000 138,000 87,000 43,000 50,400 30,200 36,000 24,800 16,700 63,500 46,600 125,000 168,000 90,600 41,200 48.500 28,600 31,000 22,000 17,300 16,100 60,400 48,500 142,000 179,000 88,200 41,200 46.600 27,100 27,900 15,500 41,200 48,500 141,000 187.000 82,300 43.000 45.700 25,600 24,800 15 600 35,100 48,500 117,000 206,000 71,000 71.000 50,400 26,300 24,800 16,700 14,900 32,600 48,600 99,200 206,000 71,000 77.700 46,600 26,300 24,800 16,500 14,300 13 700 32,600 36 000 44,800 43 900 84,600 75,400 190,000 162,000 80,000 81.200 75.400 68.800 42,100 41,200 28,600 27,900 23,400 21,300 15,600 16,500 13,700 14,300 13,700 13,700 13,700 39,400 46,600 60,400 43,000 46.600 46,600 66,600 60,400 54,300 123,000 94,200 78,800 91,800 134,000 164,000 60.400 68.300 66.600 39,400 41,200 41,200 26.300 23.400 22,700 20,600 20,600 20,000 20,600 26,300 14,300 13.700 13,100 13,100 12,600 12,600 12,600 12,600 75,400 87,000 94,200 90,600 78,800 50,400 52,300 54,300 56,300 64,500 82,300 62,300 46,600 46,e.o: 43,900 43,000 43,000 74,300 72,100 66,600 151,000 161,000 IAS OOi) 128,000 99,200 89,400 68.8001 43.000 74,300] 44.800 S1,2C0; 4-'.,300 67,O0Ol 43.000 91.8001 41.200 22,000 21,300 20,600 23.400 25,600 19,300 18,000 17.300 16.700 16,700 16,700 36,000 40,300 36,000 32,600 36,000 39,400 13,100 12,600 12,000 11,600 11,600 1 43,900 340 Water Poicers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept 1909 1 11,000 18,600 14,800 56,800 88,500 185,000 124.000 103,000 82,800 75,400 80,200 19,300 2 10,500 16,700 13,700 66,300 36,800 164,000 126.000 139,000 69,900 66,600 30,200 18,600 3 10,500 23,400 13.700 56,300 36,000 186,000 116.000 167,000 67,700 61,400 32.600 18,600 4 10,600 31,800 14.800 66,800 84,300 109,000 96.700 168,000 94,200 60,400 47.600 19,300 B 10,600 31,000 14,900 66,300 33,400 89,400 80,000 172,000 145,000 58,300 52,300 20,000 6 10,600 26,300 ie,800 56,300 33,400 80,000 68.800 172,000 172,000 57,800 66,300 19,800 7 10,500 22.700 34,800 62,400 39.400 80,000 69.900 167,000 184,000 64,300 60,400 18,600 8 11,000 19,300 60,400 66.600 48,000 80,000 80,000 124,000 184,000 50,400 58,300 18,000 9 11,000 16,700 74,300 68.800 50.400 89,400 81,200 94,200 181,000 62.300 60,400 16,700 10 11,000 16,700 89,400 71.000 78.800 111,000 75,400 73,200 162,000 68,800 43,000 16,700 11 11,000 16,600 100,000 66,600 112.000 139,000 73,200 68,800 142,000 103.000 37,700 19.300 12 11,000 14,300 93.000 57,800 125.000 162,000 68,800 66,600 124,000 128.000 32,600 18.600 13 11,000 14,300 80,000 52,800 136,000 192.000 68,800 66,600 112,000 120,000 31,000 18,600 14 12,000 13,700 64,600 49,400 164,000 236.000 76,600 67,700 100,000 99,200 80,200 18,600 15 13,100 13,700 55,800 56,300 172,000 260,000 73,200 69,900 91,800 80,000 29,400 18,600 16 15,500 14,300 54,300 66,600 181,000 247,000 67,700 66,600 82,300 80,000 27,900 18,600 17 18,000 16,600 60,400 89,400 170,000 240,000 61,400 60,400 82,800 89,400 29,400 18,600 18 16,500 16,700 47,600 109,000 162,000 226,000 68,300 64,300 84,600 88,200 31,000 17,300 19 14,300 16,700 48,900 117,000 168,000 200,000 68.300 48,600 80,000 80,000 31,000 16,700 20 12,000 16,700 39,400 125.000 170,000 162,000 64,800 44,800 73,200 66,600 56,300 16,100 21 12,000 16,700 36,000 128.000 160,000 127,000 49,400 46,600 69,900 66.300 73,200 16,100 22 12,000 16,700 36,000 111,000 148,000 104,000 45,700 68,300 87,000 47,600 68,300 16,100 23 11,500 16,100 61,400 96,700 172,000 93,000 46,600 69,900 94,200 43.000 44,800 18,000 24 11,600 15,500 61,400 77,700 236,000 90,600 57.300 99,200 91,800 39,400 36,000 18,000 25 11,000 15,500 78,200 64,500 235,000 87,000 66,600 136,000 84,600 84,300 31,000 20,000 26 11,000 16.600 87,000 56.300 240,000 89,400 76,400 143,000 76,400 38,400 26,300 20,600 27 10,600 15.500 89.400 49,400 228,000 84,600 80,000 125,000 73,200 36,100 28,400 24,100 28 10,500 14.900 82,300 46,600 208,000 95,400 75,400 99.200 82,300 34.300 22,000 26.300 29 16,700 26,300 23,400 22,000 14,900 14.900 71.000 43,000 111,000 74,300 73,200 76,400 63,500 74,300 37,700 88,600 80,000 82,600 20,600 27.900 30 62.400 64,300 13,700 39,400 117,000 31,000 31,800 58,300 20,000 24,800 31 39,400 22,000 117,000 67,700 19.300 84.300 1910 1 14.300 39,400 22,700 66,600 18,600 2 19,300 14,300 13,100 20,600 37,700 73,200 22,000 40,300 66,300 68,300 36,000 19,300 3 18.000 13.700 12.600 18.600 35,100 87,000 20,600 39,400 60,400 62,400 39,400 22.700 4 16,100 13.700 12,600 18,000 34,800 102,000 20,600 87,700 44,800 68,800 41,200 31.000 5 15,600 18.100 12,600 18,000 32,600 112,000 20,600 34,300 42,100 71,000 39,400 48,500 6 14,900 13.100 12,600 27,100 31,000 104,000 20,000 31.000 48,000 77,700 38,500 64,300 7 14,300 13.100 14,300 66,300 30,200 91,800 20,000 28.600 46.600 81,200 36,000 46,600 8 13,700 13.100 15,500 62.400 29,400 77,700 19,300 27.900 60.400 88,200 38,600 41,200 9 13,700 13.100 20,600 76.400 31,000 66,600 18,600 27.100 59.800 94,200 89,400 *^'^S? 10 13,700 13.100 22,700 94.200 31.000 67,300 18.000 31,000 71,000 96,700 41,200 37,700 11 13,700 13,100 27,900 94,200 31,000 63.300 18.000 41.200 80,000 99,200 89,400 36,000 12 13,100 12,600 29,400 77,700 31,000 50.400 18.000 51.400 72,100 96,400 39,400 31,000 13 13,700 12,600 27,900 66,600 29,400 45.700 18,000 55.300 64,500 84.600 36,000 29,400 14 18,000 12,600 27.100 55.300 28,600 43.900 18,000 65.300 71,000 78.800 34,300 27,900 15 20,600 12,600 27,900 48,600 28,600 42,100 18,000 62,300 78,200 73,200 31,000 27,100 16 26,300 12,600 31,800 40.300 31,000 41,200 18,600 46,600 66.600 65,600 24,800 26,300 17 29,400 12,600 36.000 36.800 46,600 39.400 37,700 43.000 60,400 68,600 22,700 24,800 18 36,000 12,600 86.800 86.000 83,600 87,700 47,600 37.700 68,300 77,700 22,000 23,400 19 36,000 12,600 36,800 36,800 96,700 36,800 48,500 37.700 67,300 88,200 20,600 20,600 20 31,000 12,600 35,100 42,100 102,000 33,400 66,300 41,200 66.300 75,400 19,300 19,800 21 26,300 12,600 31,800 44,800 117,000 32,600 69,800 67.300 52.300 64.600 18,600 18,000 22 28,400 12,600 28,600 62,300 127,000 81,000 64,300 77.700 52.300 52,300 18,600 16,700 23 20,600 12,600 24,800 62.400 121,000 29,400 48.500 89,400 48.600 43,000 20.600 16,100 24 19,800 14,300 22,000 68.800 112,000 29,400 43.000 98,000 46,600 39,400 22.000 15.500 2B 18,000 14,300 22,000 71,000 96,700 27,900 39,400 102,000 48,000 39,400 28.400 15.500 26 16,700 13.700 23,400 68,800 84,600 27,900 36,000 111,000 41,200 37,700 22.000 14,900 27 16,100 13.100 26,800 68,800 73,200 26,300 33,400 115,000 38,500 39,40i0 20.600 14,900 28 16,600 12,600 27,100 SftWP 66.600 25.600 32,600 112,000 37,700 41,200 20,000 14,900 29 16,600 18,100 25,600 £m "-.'■-■ -.4,i;0. S;2,S0G 100,000 39,400 43,000 20,000 14,900 30 . . 14,900 13,700 24,800 47,600 24.100 34,300 23.400 88,200 76,600 50,400 36,000 34,300 19,300 14,90( 31 14,300 23,400 48,000 18,600 Tennessee River at Florence, Ala. 341 Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Continued. Day 1 Oct. Nov. ) Dec. Jan. Feb. Mar. Apr. May June July Aug. Sept. 14,900 15,600 16,600 16,500 16,100 17,300 18,000 19,300 18,000 16,700 16,100 15,600 15,600 19,300 22,700 23,400 21,300 18,000 16,100 14,300 13,700 13,100 12,600 12,600 12,000 12,000 12,000 12,000 12,000 12,000 12,000 13,100 13,700 13,100 12,000 12,000 10,600 10,500 9,990 9,990 11,600 12,600 13,700 13,700 13,100 13,700 16,700 20,600 26,300 29,400 31,800 35,100 37,700 40,300 41,200 36,000 27,900 24,100 20,600 18,000 16,700 16,100 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 11,500 11,500 11,500 11,500 11,000 11,000 11,000 10,500 10,600 10,500 10,500 10,600 10,600 10,600 10,600 10,600 10,600 11,000 11,500, 13,700 15,500 13,100 12,600 12,600 12,000 12,000 12,000 13,100 13,700 15,500 16,700 20,600 24,800 30,200 31,000 35,100 34,300 32,600 31,000 30,200 13,100 13,100 13,100 13,100 15,500 23,400 43,000 60,400 75,400 77,700 64,500 56,300 44,800 36,800 30,200 26,300 23,400 22,000 20,600 19,300 16,700 16,700 17,300 17,300 19,300 19,300 19,300 19,300 22,000 24,800 31,000 46,600 43,900 82,300 44,800 151,000 203,000 206,000 206,000 200,000 193,000 178.000 136.000 96,400 68,800 58,300 52,300 46,700 41,200 39,400 36,000 35,100 34,300 32,600 31,000 31,000 31,000 29,400 29,400 31,000 34,300 39,400 41,200 41,200 49,400 54,300 64,500 67,700 80,000 94,200 146,000 167,000 184,000 187,000 190,000 187,000 181,000 154.000 112,000 87,000 68,800 62,400 60,400 58,300 52,300 62,300 48,500 48,600 46,600 60,400 31,000 29,400 27,100 24,800 23,400 22,700 22,000 20,000 19,300 18,600 20,600 34,300 63,300 73,200 88,200 94,200 87,000 80,000 75,400 66,600 31,000 56,300 31,800 60,400 31,000i 81,200 30,200 29,400 28,600 27,100 27,100 27,900 31,000 87,000 89,400 103,000 154,000 175,000 181,000 181,000 228,000 52,300 48.500 48,600 43,000 39,400 39,400 39,400 37,700 36,000 40,300 80,000 117,000 128.000 116.000 87,000 66.600 56,300 50,400 45,700 58.300 54.300 62,300 67,700 142,000 206,000 231,000 254.000 284.000 293,000 290,000 284,000 272,000 247,000 226,000 196.000 162.000 154,000 160.000 41,200 193,000 206,000 181,000 164,000 138.000 117,000 94,200 78,800 69,900 75,400 81,200 75,400 68,800 64,500 59,300 54,300 49,400 46,600 43,000 46,600 54,300 47,600 43,000 42,100 43,000 43,900 43,000 41,200 4.1 ^00 itm 80,000 91,800 108,000 119,000 117,0C0 109,000 95,400 77,700 62,400 64,300 47,600 43,000 39,400 37,700 36,000 35,100 37,700 39,400 43,000 48,500 49,400 51,400 66,-600 95,400 102,000 115,000 131,000 39,400 37,700 36,800 36,800 36,800 39,400 44,800 50,400 56,300 58,300 60,400 203,000 187,000 168,000 138,000 116,000 94,200 76,600 65,600 64,600 58,300 154,000 141,000 125.000 256i 104.000 87,000 84.600 82,300 91,800 107,000 115,000 112,000 115,000 115,000 120,000 155,000 184,000 195,000 193,000 193,000 230,000 238,000 000 247,000 240,000 233,000 215,000 215,000 213,000 193,000 146,000 107,000 87,000 80.000 75,400 80,000 99,200 117.000 115.000 190,000 104,000 181,000 160,000 128,000 136,000 148,000 161,000 139.000 182.000 139.000 !7f PCO MS,!):!") 157,01)0 1/8,000 216,000 223,000 97,900 97,900 99,200 108,000 117,000 54.300 63.300 54.300 68,800 77,700 75,400 64,600 66,300 60,400 44,800 41,200 39,400 36,000 34,300 31,000 31,000 31,000 28,600 27,900 27,100 27,100 31,000 35,100 39,400 36,000 34,300 31,000 27,900 26,300 24,800 23,400 213,000 198,000 193,000 198,000 189.000 168,000 151,000 134,000 112,000 104,000 96,700 91,800 87,000 76,400 68,800 62,400 57,300 54,300 49.400 48,500 48,500 50,400 49,400 46.600 41,200 124,000 136,000 1S?.,.T 187.6' 213,000 m 39,400 37,700 S,100 1,200 71,000 73,200 23,400 20,600 20,000 19,300 19,300 18,600 18,600 19,800 18,600 18,600 18,000 17,300 16,700 16,700 16,700 15,500 14,900 13,100 13,100 13,100 14,900 14,900 14,900 15,500 16,700 18.000 19,300 20,000 22,700 19,300 71,000 72,100 62,400 56.300 52,300 47,600 43,000 39,400 39,400 37,700 34,300 32.600 31.000 29.400 27,900 26,300 24,800 23,400 27,900 29,400 30,200 29,400 27,100 26,300 24,800 26,300 27,900 32,600 39,400 44,800 18,000 18,000 20,600 20,600 18,600 18,000 17,300 15,500 14,900 16,100 16,700 15,500 16,700 18,000 20,600 22,700 22,700 22,700 22,700 22,000 26,300 34,300 31,000 31,000 30,200 29,400 34,300 33,400 32,600 26,300 23,400 50,400 52,300 46,600 43,000 39,400 41,200 56,300 66,600 76,600 73,200 62,400 60,400 60,400 59,300 58,300 57,300 50,400 43,000 44,800 43,000 41,200 37,700 36,800 36,800 36,800 36,000 33,400 31,000 31,000 31,000 32,600 24.100 28,600 27,900 25,600 22,700 22.700 24.800 26,300 26,300 24,800 23.400 20.600 19,300 18,000 18,000 17,300 16,700 16,700 16,100 19,300 19.300 18.000 16.700 15,500 14,300 13,100 12,600 12,600 12,000 11,500 11,000 31,000 30,200 27,900 27.900 31,800 33,400 32,600 31,000 36,000 40,300 39,400 34,300 31,000 29,400 27,900 26,300 24,800 24,800 24,800 24,800 24,800 26,300 26,300 27,900 28,600 29,400 31,000 32,600 30,200 26.300 22,700 342 Water Powers of Alabama; Second Report. Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Continued. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aus. Sept 1913 1 29,400 12,600 11,600 44,800 203,000 172.000 210.000 36,000 72,100 20.000 14,300 12,600 2 27,900 12,600 12,000 60,400 187.000 178,000 216,000 36,800 78,800 18.600 16,100 12,000 3 24,800 12,600 12,000 69,300 162.000 176,000 221,000 36,000 73,200 18,000 16,700 12,000 4 22,700 12,600 14,300 80,000 131,000 178,000 213,000 36,000 64,600 18,000 16,700 12,000 5 20,000 12,000 22,000 80,000 108,000 157,000 168,000 34,300 68,300 18,000 16,700 12,000 6 18,000 12,000 36,000 80.000 94,200 124,000 112,000 32,600 54,300 17,300 16,-500 11.000 7 16,700 12,000 43,900 104,000 87,000 93,000 89,400 32,600 66,300 17,300 15.600 11.000 8 16,500 12,600 60,400 120,000 82,300 76,600 75.400 30,200 58,300 17,300 14.900 11,000 9 14,900 12,600 71,000 139,000 77,700 64,600 66,600 29,400 54,300 17,300 14,900 11,000 10 14,300 13,100 68,800 175,000 71,000 67,300 60,400 29,400 60,400 17,300 14,900 11,000 11 13,700 13,100 61,400 166,000 71,000 56,300 58,300 27,900 46,600 19,300 14,900 11,000 12 13,100 13,100 48,600 160,000 83.500 66,300 67,300 27,900 46,600 20,000 14,900 10,500 IS 12,600 16,500 41,200 154,000 116.000 62.400 62,300 29,400 53,300 19,300 14,900 9,990 14 12,600 18,600 35,100 142,000 117,000 146,000 60,400 29,400 62,300 19.300 14,300 9,600 15 12,600 20,000 81,000 124,000 123,000 182,000 50,400 27,900 46,700 19,300 16,600 9,600 16 12,600 18,000 27,900 112,000 123,000 198,000 53.300 27,900 40.300 18,000 20,600 9,600 17 12,600 16,700 24,100 99,200 107,000 193,000 56.300 31.000 36,000 18,000 18,600 9,600 18 12,600 16,100 23,400 96,400 90,600 203,000 66.300 29.400 31,000 18,000 18,000 9,500 19 14,300 14,900 23,400 93,000 77,700 210,000 60.400 28.600 27.900 18,000 16,700 9,600 20 15,500 14,300 23,400 87,000 66,600 216,000 60.400 29,400 26,300 15,600 16,500 10,600 21 16,700 13,700 23.400 89,400 60,400 231,000 60.400 30.200 24,800 14,900 14,900 10,600 22 16,700 13,700 22,700 97,900 66,300 213,000 66,300 32,600 23,400 14,300 14,300 10,600 23 16,100 13,700 22,000 99,200 66,300 182,000 62,300 41,200 24,800 14,300 14,300 10,600 24 16,700 13,100 26.600 108.000 64,300 151,000 48,600 52,300 •24,800 14,300 14,900 10,600 25 16,700 12,600 29,400 145,000 50,400 125.000 44,800 62,400 22,000 14,300 14,900 11,000 26 16,100 12,600 31,000 167,000 48,500 112.000 41,200 74,300 23.400 13,100 14,300 12,600 27 16,500 12,600 29,400 172,000 93,000 160.000 39,400 94,200 22,700 13.100 14,300 13,100 28 14,300 12,000 29,400 203,000 167,000 162.000 39,400 107,000 22,000 13,100 14,300 13,700 29 14,300 12,000 29,400 206,000 .„ 187,000 37.700 107,000 20,600 13.100 13,700 16,600 30 31 1914 1 13,700 13,100 25,400 12,000 31,000 39,400 203.000 206,000 190,000 37.700 91,800 77,700 20,000 14.300 13,100 23,400 200,000 14.300 13,100 11,800 12,300 27.700 30,100 51,600 101,000 48,000 14,600 11,800 12,300 13,900 2 18,800 13,400 12,300 29.300 63,400 49,800 114,000 49,800 13,900 11,300 12,800 29,300 3 14,500 13,900 12,800 29,300 63,300 47,100 124,000 40,300 13,400 10,800 13,400 34,400 4 13,400 13.900 14.500 27,700 54,300 44,600 127,000 38,600 18,400 9,860 13,400 32,600 6 12,300 13,900 15,700 26,100 48,000 41,200 126,000 41,200 12,800 9,850 13,900 24,600 6 12,300 13,900 16,300 25,400 48,000 37,800 117,000 46,200 12,800 9,850 16,100 20,200 7 11,800 12,800 16,700 24,600 61,600 36,000 90,200 39.400 12,800 9,860 14,500 18,200 8 11,300 il,300 16,700 23.100 68,300 34,400 7S,800 36,900 12,800 9,850 13,900 16,300 9 10,800 10,800 15,700 20.900 76,600 32,600 81,000 37,800 12,800 9,850 13,400 13,900 10 10,800 9,860 17,600 20,900 75,500 31.000 82,100 41,200 12,800 9,850 13.900 13.400 11 10,300 9,860 19,600 20,200 68,300 31.000 74.400 41,200 12,800 10,300 13.900 12.800 12 9,850 10,800 21,600 19,600 61,600 32,600 75,500 40,300 12,800 10,300 13.400 12,800 13 9,400 10,800 22.400 19,500 60.600 39,400 78,800 37,800 13,900 10,300 13.400 11,300 14 9,400 10,800 22.400 18,800 57,000 43,700 78,800 35.200 13,900 9,86C 16,700 10,80C 15 9,400 10,800 20.200 18,200 65,200 48,900 93,800 32,600 13,900 9,850 16,900 9,86( 16 9,400 10,800 19.500 18,800 63,400 65,200 109,000 30,100 13,900 16,300 17,600 g,86C 17 8,950 11,800 19.600 20,200 63,400 67,300 114,000 29,300 13,900 18,800 16,300 9,850 18 8,150 11,800 18.800 21,600 53,400 66,300 114,000 27,700 13,900 12,300 16,700 10,30e 19 8,160 11,800 16.100 20,900 61,600 68,800 108.000 26,100 13.900 26,900 16,300 10,80( 20 8,160 11,800 15,100 19,600 48,000 61,600 96.000 23,800 12.300 47,100 18.800 10,30( 21 8,150 11,300 13.900 17,500 44,600 44,600 91.400 23.100 12.800 45,400 18,800 10.30( 22 8,660 11,300 13,400 16,300 42,800 42,800 90.200 22,400 12,800 37,800 16,300 10,80{ 23 8,960 11,800 13,400 16,100 41.200 42,800 99,800 20,900 18,900 27,700 15,100 10,30( 24 9,400 12,800 13,400 16,100 46.200 44,600 106,000 19,600 19,500 23,100 14,600 9,86 25 8,960 12,800 16,100 16,100 63.400 44,600 107,000 18,880 21,600 18,800 13,900 9.40 26 9,850 13,400 16,100 15,100 60,600 42,800 89.000 18,800 18,800 15,700 13,900 9,40 27 9,860 13,400 14,600 16,700 60,600 42,800 81,000 17,600 17,600 15,100 13,900 ^m 28 ... 29 10,800 10,800 12,800 12,300 15.000 21,000 m '/Mf^i ,42,nco '42,hW mTm mm 16,100 13,400 13,900 13.900 18,900 12,800 10,80 10,80 30 31 10,800 10,800 12,300 23,000 26,000 17,500 20.200 50,700 62,600 15,100 15,100 12,300 13.900 12.800 12,800 12,800 9,86 83,200 Tennessee River at Florence, Ala. 343 Daily discharge, in second-feet, of Tennessee River at Florence, Ala. — Cont'd. Day Oct. Nov. Dec. Jan. Feb. Mar. Apr. May. June July Aug. Sept. 1916 1.... 9,400 12,800 14,600 204,000 152,000 65,200 44,600 23,100 27,700 18,200 18,200 23,100 2.... 9,400 12,800 15,100 184,000 186,000 67,000 44,600 23,100 28,600 20,900 18,200 27,700 3.... 9,400 11,800 14,600 146,000 144,000 53,400 44,600 23,100 28,500 20,900 17,600 27,700 4.... 9,400 10,800 16,300 120,000 196,000 51,600 43,700 22,400 30,100 26,900 16,300 26,100 6.... 8,960 10,800 35,200 93,800 191,000 52,500 42,800 22,400 32,600 37,800 16,300 23,100 6.... 8,960 10,300 66,300 78,800 185,000 68,800 41,200 20,900 46,200 46,200 16,700 26,100 7.... 8,950 10,300 93,800 71,300 184,000 60,600 39,400 26,100 47,100 54,300 16,700 32,600 8.... 8,960 10,300 M1,000 75,600 175,000 72,300 36,000 29,300 41,200 67,300 16,700 38,600 9.... 8,950 10,300 113,000 81,000 157,000 72,300 34,400 34,400 36,900 73,300 16,300 41,200 10.... 8,950 10,300 106,000 85,400 135,000 66,300 32,600 36,000 32,600 69,300 16,900 36,900 11.... 8,950 10,300 78,800 90,200 106,000 62,400 31,800 42,000 32,600 67,000 18,200 41,200 12.... 9,400 10,300 66,300 102,000 87,800 68,800 34,400 52,500 32,600 49,800 20,900 36,900 13.... 10,800 9,860 53,400 117,000 76,600 52,600 39,400 49,800 32,600 42,800 16,300 32,600 14.... 11,800 9,850 42,800 117,000 68.300 50,700 44,600 44,600 31,000 39,400 16,300 26,900 15.... 12,300 9,850 35,200 109,000 64,300 46,200 48,000 36,000 29,300 36,000 15,700 23,100 Ifi.... 12,800 9,850 32,600 106,000 62,400 43,700 48,900 34,400 26,100 37,800 15,700 20,200 17.... 11,800 9,850 31,800 106,000 58,800 44,600 48,000 32,600 24,600 45,400 16,700 18,800 18.... 11,800 9,850 31,000 114,000 57,000 44,600 43,700 31,000 29,300 46,200 15,700 17,500 19.... 15,100 9,860 31,000 126,000 56,200 43,700 39,400 30,100 36,000 43,700 18,800 16,900 20.... 49,800 10,300 26,100 125,000 65,200 42,800 37,800 27,700 39,400 41,200 24,600 16,300 21.... 66,100 9,850 28,600 125,000 55,200 42,800 36,000 24,600 36,000 36,900 26,900 16,300 22.... 48,000 12,800 29,300 125,000 62,500 43,700 34,400 23,100 32,600 33,600 26,100 16,700 23.... 39,400 16,100 37,800 124,000 48,900 43,700 31,000 21,600 29,300 30,100 27,700 15,700 24.... 32,600 15,100 49,800 126,000 48,000 44,600 29,300 21,600 26,100 32,600 31,000 15,100 25;... 24,600 13,900 92,600 122,000 47,100 43,700 27,700 20,200 23,100 36,000 31,000 15,100 26.... 20,200 13,900 138,000 97,400 47,100 42,800 26,100 19,500 23,100 36,900 29,300 14,500 27.... 17,500 12,800 175,000 99,800 48,000 42,800 24,600 19,600 23,800 34,400 27,700 15,100 28.... 16,300 12,800 194,000 109,000 61,600 41,200 23,100 20,200 23,100 30,100 27,700 15,700 202,000 226,000 231,000 114,000 109,000 101,000 39,400 23,100 22,400 20,200 30,100 24,600 16,100 30.... 31 13,900 13,400 12,800 38,600 23,100 26,100 17,600 23,100 23,800 16,300 41,200 27,700 20,900 26,100 Monthly discharge of Tennessee River at Florence, Ala. [Drainage area, 30,800 square miles.] Discharge in second-feet. Run-off. Month Maximum. Minimum. Mean. Per square mile. Depth in inches. 1895 13,100 12,600 68,800 213,000 76,400 173,000 94,200 64,600 47,600 59,300 47,600 22,700 9,990 10,500 11,000 23,400 33,400 47,600 48,500 37,700 17,300 17,300 18,000 11,500 11,100 11,400 26,700 103,000 49,800 111,000 66,600 51,100 26,800 30,600 25,700 17,400 0.360 .370 .867 3.34 1.62 3.60 2.16 1.66 .838 .990 .834 .565 0.42 .41 1.00 3.85 1.69 4.16 2.41 1.91 .94 July 1.14 .96 .63 The year 213,000 9,990 44,300 1.44 19.51 Digitized by Microsoft® 344 Water Powers of Alabama; Second Report. Monthly discharge of Tennessee River at Florence, Ala. — Contimied. Month October ... November December January ... February March April May June July August September 1896 The year.. October ... November December . January ... February . March April May June July August September 1897 The year.. October ... November December . January ... February March April May June July August September The year... October ... November December January ... February March April May June July August September 1899 The year.. Discharge in second-feet. Maximum. 11,500 14,300 71,000 55,300 165,000 141,000 254,000 41,200 38,500 125,000 46,600 20,600 254,000 16,100 52,300 90,600 62,400 193,000 481,000 225,000 162,000 32,600 72,100 36,100 14,900 481,000 12,600 12,000 88,200 167,000 102,000 57,300 124,000 61,400 36,800 36,800 102,000 139,000 167,000 99,200 47,600 46,600 161,000 264,000 362,000 167,000 73,200 37,700 24,100 27,900 16,700 352,000 Minimum. 10,500 11,000 12,000 19,300 34,300 30,200 29,400 16,700 17,300 16,700 14,300 11,000 10,600 11,000 11,500 18,600 16,700 29,400 91,800 40,300 27,100 19,300 20,600 16,100 9,500 9,500 8,650 9,990 9,990 19,300 22,000 21,300 66,300 20,000 13,100 14,300 21,300 20,600 8,550 19,300 22,700 23,400 30,200 46,600 127,000 66,300 26,300 18,000 13,700 11,600 11,000 11,000 Mean. 11,000 12,400 20,700 32,200 100,000 61,000' 98,500 24,600 23,800 66,600 21,400 13,300 39,300 12,700 23,400 39,000 34,900 88,900 255,000 116,000 63,800 26,900 33,000 21,900 11,100 60,300 10,300 10,800 33,400 87,200 35,400 33,600 83,200 29,600 19,400' 19,900 62,900 46,500 38,400 43,100 30,600 33,900 74,900 160,000 231,000 107,000 49,100 26,000 17,900 16,600 12,800 65,600 Kun-off. Per square mile. Depth in inches. .367 .403 .672 1.05 3.25 1.98 3.20 .799 .773 1.83 .695 .432 1.28 0.412 .760 1.27 1.13 2.89 8.28 3.73 2.07 .841 1.07 .711 .360 1.9 .334 .361 1.08 2.83 1.16 1.09 2.70 .961 .630 .646 1.72 1.48 1.26 1.40 .994 1.10 2.43 4.87 7.60 S.47 1.59 .844 .681 .636 .416 2.13 .41 .45 .77 1.21 3.50 2.28 3.57 .92 .86 2.11 .80 .48 17.36 0.48 .86 1.46 1.30 3.01 9.56 4.16 2.39 .94 1.23 .82 .40 26.59 .39 .39 1.24 3.26 1.20 1.26 3.01 1.11 .70 .74 1.98 1.66 16.9$ 1.61 1.11 1.27 2.80 6.07 8.65 3.87 1.83 .94 .67 .62 .46 28.90 Digitized by Microsoft® Tennessee River at Florence ^ Ala. 346 Monthly discharge of Tennessee River at Florence, Ala. — Continued. Discharge in second-feet. Run-off. Month Maximum. Minimum. Mean. Per square mile. Depth in inches. 1900 13,100 15,600 65,600 94,200 168,000 131,000 243,000 62,400 142,000 94,200 62,300 26,600 10,500 10,600 12,600 16,700 24,100 62,400 56,300 21,300 24,800 20,000 13,700 11,500 11,400 11,700 89,000 48,600 76,300 97,700 110,000 81,700 63,600 88,800 20,700 16,100 .870 .880 1.27 1.68 2.48 3.17 3.57 1.03 2.06 1.26 .672 .523 43 42 1 46 1 82 2.68 March 3.66 April 3.98 May 1.19 2.30 July 1.46 .77 .68 243,000 43,000 109,000 107,000 193,000 113,000 152,000 196,000 192,000 103,000 46,600 238,000 80,000 . 10,500 12,600 14,300 28,400 81,000 27,900 26,800 62,400 31,800 40,300 16,100 16,100 31,000 46,800 20,300 27,600 42,400 80,800 61,100 65,400 188,000 81,600 57,800 28,100 98,600 53,500 1.62 .659 .893 1.38 2.62 1.98 2.12 4.48 2.65 1.88 .912 3.20 1.74 20.64 1901 October .76 1.00 1.69 8.02 2.06 March 2.44 April 5.00 May 3.06 2.10 July ,. 1.05 3.69 1.94 The year 238,000 33,400 16,700 193,000 272,000 198,000 273,000 216,000 66,600 26,300 59,300 17,300 22,000 12,600 17,300 14,900 15,500 38,500 43,900 67,700 87,700 22,700 17,300 14,300 11,600 11,000 62,800 24,300 16,800 77,600 114,000 97,200 161,000 91,600 34,000 20,800 24,600 13,600 12,900 2.04 0.789 .513 2.52 3.70 3.16 6.28 2.97 1.10 .675 .799 .442 .419 27.71 1902 October 9.91 .57 2.90 4.27 8.29 March 6.03 April 3.31 May - June _ July 1.27 .75 .92 .61 .47 273,000 21,800 43,900 76,400 58,300 218,000 286,000 226,000 64,500 107,000 35,100 27,900 12,000 11,000 9,990 9,020 31,000 29,400 38,600 76,600 64,500 22,700 27,100 15,500 13,100 9,600 57,200 16,400 14,600 64,800 46,600 157,000 163,000 137,000 40,600 53,800 25,600 19,900 10,400 1.86 .632 .474 1.78 1.51 6.10 5.29 4.45 ■ 1.82 1.75 .881 .646 .838 25.20 1903 .61 November _ December „ .68 2.06 1.74 5.31 I^rch 6.10 April 4.96 May - 1.52 1.95 .96 .74 September .38 236,000 9,020 61,100 1.98 26.85 Digitized by Microsoft® 346 Water Powers of Alahama; Second Report. Monthly discharge of Tennessee River at Florence, Ala. — Continued. Discharge in second-feet. Run-off. Month Slaxumixn. Minimum. Mean. Per Bcjuare mile. Depth in inches. 1904 12,000 36,100 30,200 80,000 52,300 210,000 120,000 44,800 39,400 26,300 27,900 8,560 9,020 9,600 12,600 18,600 46,600 26,600 18,000 13,700 13,700 13,700 9,640 14,800 15;600 27,800 30,600 93,800 47,300 31,000 21,900 18,100 19,100 11,500 .313 .481 .603 .903 .990 3.06 1.54 1.01 .711 .588 .620 .878 36 .64 .58 , 1.04 1.07 March 3.52 April 1.72 May 1.16 .79 July .68 .71 .42 The year 210,000 86,800 126,000 201,000 142,000 61,400 104,000 58,300 81,200 60,400 37,700 28,400 7,700 8,500 24,500 63,000 119,000 73,800 38,000 63,100 31,600 44,600 32,800 19,200 .922 .260 .276 .796 1.72 3.86 2.40 1.23 2.05 1.03 1.46 1.06 .623 12.59 1905 October November 11,000 26,600 24,800 39,400 31,000 41,200 18,600 27,100 19,300 11,000 .29 .31 .92 1.98 4.02 March 2.77 April ^.... May 1.37 2.36 1.15 July 1.67 1.22 .70 The year 201,000 23,400 22,000 95,400 166,000 78,800 119,000 128,000 64,300 64,300 111,000 60,400 91,800 11,000 11,000 12,600 48,600 29,400 88,500 36,000 20,600 22,000 22,000 34,300 34,300 42,600 17,100 13,600 60,400 90,300 44,000 75,300 65,800 32,700 32,600 64,400 46,000 59,400 1.38 .566 .442 1.96 2.93 1.43 2.44 2.14 1.06 1.06 1.77 1.46 1.93 18.76 1906 October .64 .49 December 2.26 3.38 1.49 March 2.81 April 2.39 May 1.22 1.18 July 2 04 August 1 68 2 15 The year 165,000 189,000 201,000 73,200 161,000 131,000 167,000 76,400 138,000 93,000 44,800 29,400 67,700 11,000 34,300 21,300 36,100 37,700 32,600 36,800 35,100 31,000 . 36,800 19,300 18,000 14,900 49,300 86,700 66,100 49,100 68,400 63,000 94,100 62,800 69,700 65,600 29,500 21,700 26,300 1.60 2.81 2.15 1.59 2.22 2.05 3.06 1.71 2.26 1.81 .968 .706 .854 21 73 1907 December ... 1 83 January 2 56 February 2 14 3.63 May 2.02 1.10 .81 .96 July August September The year 201,000 14,900 57,000 1.86 26.10 Digitized by Microsoft® Tennessee River at Florence, Ala. 347 Monthly discharge of Tennessee River at Florence, Ala. — Continued, Month Discharge in second-feet. Run-off. Maximum. [Minimum. Mean. Per square mile. Depth in inches. 1908 38,600 94,200 82,300 142,000 206,000 154,000 99,200 99,200 45,700 43,000 40,300 36,000 12,600 13,100 26,600 43,000 50,400 62,400 41,200 39,400 20,600 16,700 14,900 11,600 19,100 39,900 43,500 92,400 108,000 89,900 66,200 66,500 31,600 26,200 23,500 18,600 .620 1.30 1.41 3.00 3.51 2.92 2.16 1.80 1.03 .851 .763 .604 .71 Novonber „ 1.45 1.63 3.46 3.79 March 3.37 April - 2.40 2.08 1.15 July .98 .88 .67 The year - 1909 October 206,000 26,300 31,800 100,000 128,000 240,000 260,000 126,000 172,000 184,000 128,000 73,200 27,900 11,500 10,500 13,700 13,700 39,400 33,400 80,000 45,700 44,800 67,700 31,000 19,300 16,100 51,000 12,800 17,700 54,200 69,200 129,000 139,000 74,000 95,600 105,000 63,200 37,800 19,300 1.66 .416 .575 1.76 2.25 4.19 4.51 2.40 3.10 3.41 2.06 1.23 .627 22.57 .48 .64 2.03 2.59 4.36 March 5.20 April 2.68 May 3.57 3.80 July 2.36 1.42 .70 250,000 36,000 14,300 36,800 94,200 127,000 112,000 59,300 115,000 80,000 99,200 41,200 54,300 10,600 13,100 12,600 12,600 18,000 28,600 23,400 18,000 27,100 37,700 34,300 18,600 14,900 67,600 19,300 13,100 24,100 61,200 68,500 60,500 30,500 58,700 54,600 65,400 28,900 26,100 2.19 .627 .425 .782 1.66 1.90 1.64 .990 1.91 1.77 2.12 .938 .847 29.83 1910 .72 .47 .90 .191 February - 1.98 1.89 1.10 May — 2.20 1.98 July 2.44 1.08 .94 127,000 23,400 13,700 77,700 206,000 190,000 128,000 293,000 77,700 23,400 34,300 28,600 20,600 12,600 12,000 10,500 13,100 29,400 43,900 36,000 52,300 23,400 13,100 14,900 11,000 9,600 40,000 15,600 11,300 29,600 80,000 94,300 55,100 167,000 40,800 17,600 22,900 19,200 13,100 1.30 .606 .367 .968 2.60 3.06 1.79 5.42 1.32 .671 .744 .623 .425 17.61 1911 October .58 November „ ^ -.- .41 1.10 3.00 February — 3.19 2.06 April ~ - May 6.05 1.52 .64 July .86 .72 September - — .47 293,000 9,500 46,700 1.52 20.60 Digitized by Microsoft® 348 Water Powers of Alabama; Second Report. Monthly discharge of Tennessee River at Florence, Ala. — Continued. Month Maximum. Minimum. Mean, Discharge in second-feet. Eun-off. Per square mile. Depth in inches. October ... November December January ... February . March April May June July August September 1912 The year.. October ... November December . January ... February March April May June July August September 1913 The year- October ... November December . January — February March April May June July August September The year.. October ... November December January ... February March April May June July August September 1915 41,200 35,100 228,000 206,000 182,000 223,000 260,000 213,000 72,100 76,600 40,300 42,100 260,000 29,400 20,000 71,000 206,000 203,000 231,000 221,000 107,000 78,800 20,000 20,600 23,400 231,000 25,400 13,900 25,000 29,300 76,600 83,200 127,000 49,800 21,600 47,100 18,800 34,400 127,000 56,100 16,100 231,000 204,000 196,000 72,300 48,900 52,600 47,100 73,300 31,000 41,200 9,990 12,000 18,600 41,200 35,100 82,300 75,400 36,100 23,400 31,000 22,700 13,100 9,990 12,600 12,000 11,B00 44,800 48,500 56,300 37,700 27,900 20,000 13,100 13,100 9,600 1,500 8,150 9,850 12,300 16,100 30,100 31,000 62,600 15,100 12,300 9,860 12,300 9,400 8,150 8,960 9,860 14,500 71,300 47,100 38,600 23,100 19,600 17,500 18,200 16,700 14,600 20,100 23,800 74,400 75,400 84,000 144,000 164,000 93,100 37,200 47,400 29,600 21,300 67,000 16,300 13,800 32,400 124,000 98,400 152,000 81,500 44,900 41,800 16,700 16,400 11,500 53,900 11,000 12,000 16,900 20,400 65,200 46,000 93,900 30,600 14,200 16,600 14,600 14,200 28,600 17,500 11,400 77,900 113,000 101,000 60,100 36,600 28,600 30,700 39,300 20,900 23,600 The year... 231,000 8,950 46,700 0.663 .773 2.42 2.45 2.73 4.68 6.00 3.02 1.21 1.64 .958 .692 2.18 .629 .448 1.06 4.03 3.19 4.94 2.65 1.46 1.36 .542 .600 .373 1.76 0.357 .390 .649 .662 1.79 1.49 3.05 .994 .461 .636 .474 .461 .925 0.668 .370 2.53 3.67 3.28 1.63 1.19 .929 .997 1.28 .679 .766 1.48 0.75 .86 2.79 2.82 2.94 6.40 6.58 3.48 1.36 1.78 1.10 .77 29.62 .61 .50 1.21 4.66 3.32 6.70 2.96 1.68 1.62 .68 .42 0.41 .44 .63 .76 1.86 1.72 3.40 1.15 .51 .62 .66 .61 12.56 0.65 .41 2.92 4.23 3.42 1.88 1.33 1.07 1.11 1.48 .78 .85 20.13 Digitized by Microsoft® Elk River Near Elkmont, Ala. 349 ELK RIVER NEAR EEKMONT, AI.A. Location. — At wagon bridge near Wilson's store, about five miles east of Elkmont, Ala., and 3 miles below the bridge of the Louisville and Nashville Railroad. Records available.— June 3-1, 1904, to January 31, 1908. Drainage area.— 1,700 square miles. Gage.— Chain gage attached to bridge. Channel. — Permanent rocky bed and swift current. Discharge measurements. — Made from the bridge. Artificial control. — On such as would result from small water powers a long distance above. Accuracy. — Records are considered good. Discharge measurements of ElTc River near Elkmont, Ala. Date. ill Dis- charge. Sec.-fect. Date. Gage height. Feet. Dis- charge. Sec-feet. 1904 2.62 2.1B 2.02 2.10 1.28 1.27 2.71 2.51 1,352 794 690 795 202 194 1.880 1,160 1.51 1.81 3.58 2.41 1.75 2.53 2.54 2.50 315 April 24 November 28 4G1 May 17 1906 March 22 June 24 August 17 2,800 October 20 May 10 1,060 October 20 June 23 463 October 26 1,190 1905 October 26 . . 1,210 April 12 1,200 June 19 Mean daily gage height, in feet, of Elk River near Elkmont, Ala. Day. July Aug. Sept. Oct. Nov. Dec. 1904 1 . 2.30 2.00 1.90 1.80 1.80 2.10 2.30 2.30 2.40 2.10 1.90 2.10 2.00 1.90 1.80 1.70 1.70 2.00 1.70 2.10 2.40 2.70 2.70 2.20 1.80 1.80 1.70 1.70 1.70 sm 1.60 2:10 1.90 1.60 2.00 1.70 1.60 1.60 1.60 1.70 6.00 4.10 2.70 2.30 2.70 2.20 2.10 2.10 1.90 2.30 1.90 1.70 2.50 2.80 2.00 1.80 1.70 1.60 l.BO >, 1.50 ■> 1.50 1.40 1.30 1.40 2.00 1.40 1.60 1.50 1.30 1.40 1.40 1.40 1.30 1.40 1.30 1.30 1.30 1.30 1.30 1.20 1.40 1.60 1.40 1.40 1.40 1.40 1.60 1.50 1.50 1.40 1.40 1.30 1.40 1.40 1.40 1.30 2.20 2.00 1.70 1.60 1.40 1.40 1.40 1.30 1.30 1.30 1.30 1.30 1.20 1.30 .1.30 1.30 1.30 1.30 1.20 1.30 1.30 1.20 1.20 1.30 1.20 1.20 1.30 1.20 1.30 1.30 1.50 1.60 1.60 1.50 1.40 1.40 1.40 1.30 1.40 1.40 1.30 1.30 1.30 1.30 1.30 1.30 1.40 1.40 1.40 1.40 1.50 1.40 1.40 1.40 1.40 1.60 1.70 2 . .. . 1.70 3 1.70 4 . 2.00 5 2.40 6 2.80 7 . 3.10 8 2.90 9 2.60 10 2.40 11 2.40 12 2.30 13 2.10 14 2.10 15 2.00 16 1.90 17 1.90 18 1.90 19 1.90 20 1.90 21 1.80 22 . 1.80 23 1.70 24 1.90 25 4.80 26 3.40 27 6.80 28 11.70 29 6.80 5.45 nZZI^"::Z!ZZZZ''''^'Z"'jiW!i^!^ 4.40 350 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Elk River near Elkmont, Ala. — Continued. Day Jan. 1905 1906 3.5 3.2 3.0 2.9 2.75 Feb. 2.9 3.1 2.8 2.9 3.15 Mar. 2.6 8.3 2.75 6.9 2.66 8.0 2.65 8.2 2.56 14.8 3.2 10.2 11.1 7.7 11.5 7.1 6.1 6.6 5.6 5.9 4.6 . 4.7 3.7 4.5 8.B 4.3 3.4 4.0 3.6 11.6 3.4 15.6 3.2 13.1 3.1 11.1 2.8 8.0 2.6 6.0 2.6 5.4 2.5 • 4.7 2.4 4.2 2.6 3.2 3.0 3.8 3.85 3.9 3.5 6.3 3.3 5.6 3.3 4.9 3.25 4.4 3.16 4.4 3.1 4.4 3.0 4.3 2.9 4.0 2.9 4.0 2.85 7.0 2.8 6.0 2.8 5.5 2.75 5.0 2.76 6.0 2.7 6.6 2.6 4.6 2.56 5.0 2.6 4.6 2.5 4.4 2.5 9.1 2.55 12.5 2.6 14.0 2.6 11.4 2.65 7.6 2.76 5.9 2.8 5.1 2.8 4.7 4.6 4.6 4.0 3.8 3.6 3.4 3.1 3.2 3.1 3.0 8.9 13.1 10.6 7.4 6.4 4.6 4.2 3.8 3.6 8.5 S.6 6.9 5.9 5.2 4.6 4.0 3.8 3.6 3.5 3.3 3.2 2.7 3.0 8.7 10.7 6,9 4.8 4.1 3.9 3.7 3.66 3.36 3.15 3.06 4.4 7.1 5.6 4.6 4.4 4.1 4.0 3.9 3.7 3.4 3.3 3.2 3.1 3.75 4.8 5.6 Apr. 3.1 8.0 3.0 3.1 3.4 3.1 3.0 2.9 2.86 2.8 2.7 2.7 2.66 2.6 2.66 2.4 2.36 2.3 2.26 2.2 2.7 2.8 2.7 2.6 2.55 3.0 3.3 3.2 4.3 8.6 6.8 5.3 4.8 4.6 4.4 4.2 3.8 3.4 4.2 4.0 3.8 3.4 3.2 3.3 3.2 3.06 3.0 2.95 2.8 2.7 2.6 2.8 2.6 2.56 2.6 3.8 3.16 rni'W May 4.0 3.7 3.3 3.0 2.9 2.8 3.4 3.9 8.3 3.2 3.1 2.9 2.8 2.7 2.6 3.0 3.3 3.4 3.5 3.4 3.1 3.0 10.6 7.2 12.6 7.0 6.6 4.2 3.9 3.6 3.3 2.76 2.6 2.6 2.7 2.6 2.65i 2.86 2.75 2.5 2.4 2.3 2.3 2.16 2.2 2.3 2.2 2.2 2.1 2.0 2.0 1.9 2.4 1.9 1.9 1.86 4.0 3.2 3.05 June 2.7 3.2 3.1 2.86 2.7 2.6 2.6 2.4 3.1 3.2 3.0 2.9 2.7 2.6 2.46 2.3 2.7 3.6 3.0 2.6 2.6 2.7 8.2 8.5 6.8 5.2 4.5 3.9 4.9 10.4 9.6 2.6 2.8 2.7 2.6 3.0 2.5 2.4 2.2 2.15 2.4 2.2 2.05 2.6 2.36 2.5 I 2.1 2.05 2.0 1.9 1.8 1.8 1.8 1.8 1.75 2.1 1. 1. 1.8 July J Ausr. w^m^*^^® 13.2 11.6 6.9 4.7 4.4 4.0 3.6 4.1 3.7 3.6 3.7 4.3 3.8 3.7 3.1 3.0 2.8 2.7 2.5 2.4 2.3 2.2 2.4 2.3 2.2 2.2 2.2 2.0 2.0 2.0 2.1 1.75 1.7 1.66 1.86 1.7 1.9 1.7 1.8 1.76 1.8 1.7 1.6 2.2 3.6 3.2 2.35 2.7 3.0 3.3 2.7 3.0 2.8 3.6 3.3 2.85 2.65 2.36 3.25 2.1 2.05 2.0 2.0 2.0 2.0 2.3 2.2 2.0 2.3 4.5 3.0 2.7 2.4 3.2 2.5 2.35 2.3 3.0 2.3 2.1 2.0 1.9 1.9 2.2 2.4 2.2 2.1 2.0 1.8 1.7 2.9 2.7 2.55 2.6 2.45 2.1 2.0 2.0 1.9 2.9 3.4 3.4 3.65 3.1 2.9 2.6 2.46 2.2 2.0 2.2 2.3 2.4 2.6 2.4 2.3 2.2 2.1 2.0 Sept. 1.8 3.6 5.2 3.0 2.6 2.0 2.0 2.0 1.9 2.0 2.7 2.2 1.8 1.7 1.7 1.7 1.66 1.6 1.56 2.4 2.7 2.0 1.9 1.7 1.6 1.6 1.6 1.6 1.66 1.7 2.0 2.0 2.0 2.15 2.2 2.2 2.1 2.0 2.1 4.3 3.0 2.4 2.4 2.3 2.2 2.1 2.0 7.9 4.2 3.0' 3.85 6.8 4.0 3.4 4.6 3.4 7.6 16.4 18.5 Oct. 1.7 1.8 2.5 2.26 1.9 1.8 1.7 1.6 1.6 1.7 6.6 6.2 3.0 2.4 •2.6 2.6 2.4 2.2 2.2 3.3 4.3 3.2 2.7 2.5 2.7 5.3 6.0 3.4 3.1 2.9 2.7 13.3 9.8 13.8 11.3 8.3 12.3 10.0 8.2 6.9 5.1 4.4 4.0 4.0 3.9 3.8 3.15 3.1 3.0 3.16 3.1 3.0 2.9 2.8 2.7 2.6 2.5 2.6 2.2 2.2 Nov. 2.6 2.6 2.4 2.36 2.26 2.2 2.15 2.1 2.1 2.0 2.0 1.9 1.9 1.86 1.8 1.9 1,8 1.75 1.8 1.8 1.96 1.85 1.8 1.8 1.76 1.75 1.8 1.8 1.8 2.0 2.2 2.2 2.16 2.15 2.15 2.1 2.1 2.15 2.15 2.15 2.1 2.1 2.1 2.05 2.07 2.1 2.15 2.2 3.8 6.8 6.3 5.8 4.2 3.8 3.6 8.6 8.1 3.0 2.8 2.5 Dec. 2.1 1.9 3.2 3.4 2.8 2.7 2.6 3.2 3.7 3.5 3.4 3.2 3.2 3.1 8.4 8.7 6.2 5.2 4.6 4.2 6.6 8.2 12.4 8.4 7.2 6.0 6.4 5.4 4.9 4.2 4.0 2.3 2.4 2.5 2.55 2.55 2.5 2.7 2.7 2.6 2.5 2.6 4.4 4.4 4.4 4.5 8.0 6.7 6.6 6.0 4.9 4.4 3.75 3.5 3.35 3.2 4.4 5.7 6.0 11.2 Elk River Near ElTcmont, Ala. 351 Daily gage height, in feet, of Elk River near Elkmont, Ala. — Continued. Day. 1 Jan. 1 Feb. Mar. Apr. May. 1 1 1 June 1 July I Aug. | Sept 1 1 1 Oct. Nov. Dec. 1907 1 1 12.6 13.0 11.8 2.9 B 1 4 5 2.0 1.9 1.7 1.9 1.8 1.9 1.9 1.66 3.2 3.1 3.0 2 7.6 12.9 18 7 2 8 3 85 3 6 2 8 2 3 7.0 7.2 12.6 9.8 12.5 8.6 2.8 2.7 3.6 3 7 3.4 3.25 8.7 2 8£ 2.0 . u 4 2.8 2.3 2.3 5 6.7 8.6 8.0 2.6 3 6 3.2 2 4 6 6.0 6.8 6.7 8.2 4.0 2.96 2.3£ 2.3 7 5.4 6.0 5.6 3.0 6.7 2.86 2.3 8 4.6 4.0 5.6 2.86 9.0 2.7 2 2 2.6 2.8 9 _.... 4.4 4.0 6.0 3.1 9.3 2.6 2.1 2.66 2.1 1.86 1.8 10 4.2 3.9 3.0 7.2 2.7 2.0 2 7 3.0 11 4.0 3.8 7.1 2.85 13.0 3.6 2.2 2 5 12 3.9 3.7 6.2 2.85 10.2 3.16 3 3E 2 3 13 3.7 3.66 6.6 2.8 8.5 2.76 5.36 2.2 1.9 1.6 3.3 2.96 14 3.5 3.4 5.7 2.75 7.3 2.76 3.1E 2.0 1.8 1.6 1.96 3.0 16 3.45 3.3 6.6 2.6 7.9 3.2 2.96 1.9 1.7 1.6 1.9 3.1 16 3.26 3.26 9.8 2.6 6.4 3.4 2.7 2.36 1.7 1.6 2.0 3.6 17 3.15 3.2 7.9 2.6 6.0 2.9 2.5. 2.15 1:85 1.6 2.0 3.3 18 3.15 3.15 4.6 4.6 4.0 3.8 3.1 3.0 2.95 2.96 2.9 2.85 6.3 5.3 4.6 4.2 3.9 2.6 2.8 3.1 3.15 3.2 5.4 4.4 4.0 3.6 3.2 3.2 2.7 2.5 2.4 2.36 2.3 2.3 2.3 2.2 2.3 2.1 2.0 21 2.0 1.96 1.85 1.8 1.9 2.1 1.8 1.8 1.8 1.7 4.7 4.5 1.6 1.6 1.6 1.6 1.65 1.7 2.6 2.6 3.6 3.3 3.4 3.6 3 2 19 S.l 20 3.0 21 3.0 22 2.9 23 3.75 3.5 4.8 24 3.6 3.1 3.5 3.2 3.15 2.5 2,1 2.06 3.4 1.65 3.5 3.8 26 3.4 3.3 3.2 3.1 3.1 3.4 4.0 3.6 3.35 3.4 3.7 3.4 3.3 3.2 3.1 3.0 3.0 3.1 2.9 2.9 2.85 3.1 3.05 3.0 2.8 2.75 2.7 2.85 2.3 S.O 3.4 3.0 2.7 2.3 2.0 2.06 2.1 2.0 2.15 2.46 2.4 1.9 1.8 1.7 2.0 2.1 1.9 2.0 3.0 2.6 2.7 2.6 2.0 2.0 1.6 1.6 1.6 1.6 1.6 1.66 1.6 3.6 3.5 3.6 3.4 2.7 2.7 3.3 26 3.0 27 3.0 28 2.9 29 2.8 4.8 3.0 30 12.5 31 10.5 Day. Jan. Feb. Day. Jan. Feb. Day. Jan. Feb. 1908 1908 190 8 1 7 6 9 5 11 5.2 21 4.3 2 6.1 6.0 6.5 10.4 8.4 7.4 5.8 4.8 4.2 6.9 12 13 14 16 le 17 18 19 20 ,. 6.6 6.4 5.2 4.6 6.6 5.4 6.2 5.0 4.4 22. 23. 24. 25. 26. 27.. 28.. 29.- 30.. 31.- 4.0 3.9 3.6 3.6 3.3 3.2 3.1 3.0 2.95 3.0 3 4 6 6 8 ;: g 10 Rating tahle for Elk River near Elkmont, Ala., for 1905 to 190S. Gage 1 Dis- Gage Dis- Gage Dis- Gage 1 Dis- height. 1 charge. height. charge. height. charge. height 1 charge. Feet. 1 Sec.-feet. Feet Sec-feet Feet Sec.-feet Feet. 1 Sec.-feet 1.50 315 3.1 1,970 4.70 5,190 7.40 12,880 1.60 375 3.20 2,130 4.80 5,430 7.60 13,520 1.70 440 3.30 2,300 4.90 5,680 7.80 14,160 1.80 510 3.40 .2,480 5.00 5,930 8.00 14,800 1.90 686 3.60 2,660 5.20 6,460 9.00 18,000 2.00 660 3.60 2,840 5.40 6,980 10.00 21,200 2.10 740 3.70 3,030 6.60 7,620 11.00 24,400 2.20 830 3.80 3,220 5.80 8,080 12.00 27,600 2.30 930 3.90 3,420 6.00 8,640 13.00 30,800 2.40 1,040 4.00 3,620 6.20 9,210 14.00 34,000 2.50 1,160 4.10 8,830 6.40 9,790 15.00 37,200 2.60 1,270 4.20 4,040 6.60 10,380 16.00 40,400 2.70 1,400 4.30 4,260 6.80 10,980 17.00 43,600 2.80 1,530 4.40 4,490 7.00 11,600 18.00 46,800 2.90 1,670 4.50 4,720 7.20 12,240 19.00 60,000 3.00 1,820 1 4.60 4,950 Note. — ^Thc above table is Sto k mBeMi/iMi@ri»s&^^ Channel conditions. It is based on discharf ?e me asu rei Tien bs m a-a e dnri ngl90 4 to IE 06 ai d s w ell denned b eU veen gage heights 1.2 feet and 4.0 feet 352 Water Powers of Alabama; Second Report. Monthly discharge of Elk River near ElJcmont, Ala. [Drainage area, 1,700 square miles.] Discharge in second-feet. Eun-off. Month. Maximum. Minimum. Mean. Sec-feet per square 1 mile. Depth in inches. 1904 July 1,476 11,000 690 870 401 2,116 26,000 39,100 31,100 4,260 29,600 22,600 31,400 4,720 6,460 10,100 1,270 28,900 468 338 165 165 165 468 1,040 1,630 1,820 830 1,150 930 660 440 346 315 475 .585 724 1,144 287 268 271 860 3,860 12,400 6,320 1,660 4,620 4,500 4,070 1,320 914 2,040 663 6,650 2.26 7.29 3.72 .971 2.72 2.66 2.39 .776 .638 1.20 .390 3.85 November ^ 1905 2.61 7.59 4.29 1.08 May 3.14 2.96 July 2.76 .89 .60 1.38 .44 4.44 39,100 34,000 8,320 26,000 16,700 3,620 1,820 3,620 2,940 48,400 31,800 11,000 26,000 315 3,220 1,160 1,400 1,160 548 475 376 685 660 830 700 930 4,070 8,740 1,660 6,860 3,430 1,220 848 1,370 1,200 6.680 7,960 2,160 6,360 2.40 6.14 .976 3.46 2.02 .718 .499 .806 .706 3.28 4.68 1.27 3.15 32.19 1906 5.93 1.02 March 3.98 April 2.25 May .83 .56 July .93 .81 3.66 October ~ 6.40 1.42 3.63 The year | 48,400 1 29,200 30,800 49,000 6,430 30,800 4,720 6,840 1,400 6,190 660 3,030 29,200 376 1,970 1,600 1,820 1,160 1,400 930 660 440 440 316 408 930 3,782 6,350 6,920 9,910 1,790 7,490 1,760 1,270 716 1,070 447 1,670 3,620 2.22 3.15 4.07 5.83 1.06 4.41 1.04 .747 .421 .629 .263 .982 2.07 30.42 1907 3.63 4.24 6.72 April 1.17 May . . 6 08 1.16 July .86 .49 .70 .30 1 10 2 39 49,000 22,600 315 1,740 3,490 6,440 2.06 3.79 27 84 1908 4.37 Digitized by Microsoft® Big Bear Greek, Near Red Bay, Ala. 353 BIG BEIAR CREEK, NEAR RED BAY, ALA. Location.— At Norman Bridge, SJ^ miles east of Red Bay. Records available.— August 24, 1913, to December 31, 1914. Gage.— Vertical rod on left bank, 25 feet above the bridge. Channel. — Somewhat shifting with sluggish current at low stage of water. Above 12 feet gage height, water will flow in several additional channels through road embankment on right side of creek. Discharge measurements. — Made from the single span bridge. Artificial control. — None that is known. Accuracy. — Rating has not yet been developed. Flood measure- ments will be difficult and probably inaccurate. Discharge measurements of Big Bear Creek near Red Bay, Ala. " Gage height. Feet. Dis- charge. Sec.-feet. 1913 August 24 0.70 3.98 3.92 39 1915 748 January 2 766 Daily gage height, in feet, of Big Bear Greek near Red, Bay, Ala. Day. Aug. Sept. Oct. Nov. Dec. 1913 1 0.6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .96 1.15 1.2 1.15 .96 .85 .8 .8 .7 .7 .7 1.36 2.8 2.6 1.4 1.1 1.0 .9 .8 .75 .7 .7 .7 .8 .8 .8 .7 .7 .7 .7 .7 .7 .8 .8 .8 .7 1.0 1.1 1.0 .9 .9 .9 .8 .8 0.8 .8 .8 .8 .7 .7 .7 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .8 .9 .9 .8 .8 .8 .8 .8 .8 .8 .8 .8 .9 1.0 2 1 .9 4 .9 5 .- - .9 6 .9 7 .. 1.0 8 1.0 9 1.0 10 1.0 11 .9 12 .9 13 .9 14 .9 15 1.0 16 1.1 17 1.1 Ig , . 1.1 19 1.0 20 1.0 21 1.0 22 .9 23 .9 24 0.7 .76 .7 .7 .7 .66 .66 .6 1.0 1.2 26 1.7 27 1.8 28 1.6 29 1.6 3Q 1.6 31 — 1.5 12 WP Digitized by Microsoft® 354 Water Powers of Alabama; Second Report. Daily gage height, in feet, of Big Bear Creek near Red Bay, Ala. Day I Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. 1914 1 1.4 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 .9 .9 .9 .9 .9 1.0 1.2 1.2 1.1 1.0 1.0 1.1 1.4 1.7 1.6 1.3 1.6 3.? 8.7 6.4 3.9 3.0 4.3 4.6 3.6 3.7 3.9 3.2 3.0 2.7 2.B 2.7 3.0 2.6 2.2 2.6 2.8 2.6 2.4 2.5 2.4 2.3 2.1 2.0 2.0 2.1 2.1 2.0 2.0 1.9 1.9 2.4 6.2 3.8 3.2 2.8 2.6 2.2 2.1 2.0 2.0 1.8 1.7 1.6 1.6 1.6 1.7 1.8 1.8 5 3 13.0 12.0 9.3 6.4 4.8 3.9 3.1 3.8 3.6 3.0 2.7 3.1 5.1 3.9 6.0 4.0 3.4 3.0 2.6 2.4 2.2 2.0 2.0 1.9 1.8 1.8 1.7 1.6 1.8 2 1 2.0 1.8 1.8 1.7 1.7 1.9 2.0 3.0 3.3 2.7 2.0 1.8 1.6 1.6 1.4 1.4 1.3 1.4 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1 0.9 .9 .9 .8 .8 2.6 2.6 4.0 1.9 1.6 1.3 1.7 1.8 1.2 1.2 2.0 2.5 1.8 1.3 1.2 1.1 1.0 1.0 .9 .8 .8 .7 .7 .7 7 0.6 .6 .6 .6 .6 .6 .6 .5 .6 1.0 1.1 1.4 1.0 .8 .7 .7 6.1 2.8 1.8 1.1 .9 .9 .8 .8 .8 .7 .7 .7 .7 7 0.9 .8 1.0 .9 2.0 1.5 1.2 1.1 l.D .8 .8 .8 1.1 2.4 2.2 1.3 1.0 .9 .8 .8 .7 .8 .9 .9 .8 .7 .9 1.1 1.3 2.6 1.4 1.2 1.0 1.0 1.9 1.6 1.2 1.0 .8 .7 .7 .6 .6 .6 .7 .6 .6 .6 .5 .6 .8 1.0 .9 .8 .7 2.7 1.6 1.2 1.0 .9 .8 0.8 .8 .9 .9 .8 .8 .8 .7 J7 1.0 .8 .9 1.2 2.1 2.9 2.6 1.6 1.4 1.1 l.D 1.0 .9 .9 .9 .8 .8 .8 .7 .7 .7 .7 0.8 .7 .7 .7 .7 .6 .6 .7 .8 1.0 1.0 1.0 .9 .9 .9 .8 .8 .8 .8 .8 .7 .7 .7 .8 .8 .8 .8 .9 1.2 2.1 2.B 2 1.7 3 1.4 4 1 6 5 2 6 7 _ 8 1.6 1.4 10." "" ! 1.4 1 3 11 1.2 12 12 IS 13 14 17 IB . 1 8 le 1 7 17 1 6 18 19 1.6 20 . 1 6 21 1 7 22 1 7 23 1 8 24 2 26 . . 7 6 26 .... .. 27 28 5.3 29 6.6 30 . 12 31 12.9 .9 1.2 8.6 Daily gage height, in feet, of Big Bear Creek near Red Bay, Ala. — Continued. Day Jan. 1 Feb. Mar. Apr. I May. I June I July I Aug. I Sept I I 10- 11.. 12.. 13.. 14.. 15.. 16- 17- 18.., 19... 20.. 21.., 22- 23... 24... 25... 26-. 27... 28... 29... 30... 31... 5.7 4.1 3.6 3.0 2.7 2.7 2.6 2.4 2.3 2.1 2.2 5.1 6.4 4.6 3.8 3.3 3.6 7.2 11.0 7.8 5.3 6.0 5.7 10.8 8.3 6.8 4.7 4.0 3.5 12.6 13.B 11.3 7.1 6.0 6.8 5.6 4.8 4.2 3.7 3.3 3.0 2.8 3.3 4.0 4.0 3.6 3.0 2.8 2.7 2.6 2.6 2.7 2.8 2.5 2.4 2.3 2.3 a giti^^c ii>y-j Wfepc som i) 2.4 2.4 2.3 2.2 3.3 6.4 5.0 4.1 3.6 3.1 2.9 2.7 2.6 2.4 2.3 2.4 2.6 2.4 2.2 2.3 2.2 2.1 2.0 2.0 1.9 1.8 1.8 1.9 1.9 2.4 2.2 2.0 2.0 1.9 1.9 1.8 1.8 1.7 1.7 1.8 3.3 2.7 2.2 2.0 2.0 1.9 1.8 1.7 1.6 l.B 1.6 1.7 1.6 1.5 1.4 1.8 1.8 1. 1.2 1.3 1.3 1.2 1.1 1.1 1.6 3.3 2.4 1.9 1.6 2.4 4.0 3.1 2.7 2.2 1.9 1.8 1.7 1.6 1.4 1.3 1.3 1.2 1.1 1.1 1.0 1.0 1.0 1.2 1.2 1.1 1.5 1.3 1.2 1.1 1.1 1.0 1.0 .9 .9 .7 .8 .8 3.2 1.7 1.4 1.4 1.9 2.1 2.8 2.0 1.6 3.0 4.0 2.1 1.7 1.4 1.2 1.1 1.0 1.0 1.0 .9 1.0 1.0 .9 1.0 1.0 .6 .6 .8 1.0 1.8 3.0 2.6 2.0 1.4 1.1 1.0 .9 1.0 4.2 2.3 1.6 1.2 1.7 1.1 2.0 3.6 68 2.8 2.0 1.8 1.6 1.4 1.2 1.1 1.1 1.0 1.0 .9 1.0 2.4 2.0 1.3 1.1 1.0 1.0 .8 1.0 .9 .8 .8 .7 .7 .7 .7 .7 1.0 Miscellaneous Measurements. 355 MISCELLANEOUS MEASUREMENTS. The following miscellaneous discharge measurements have been made: Miscellaneous measurements in Ghoctaiohatchee and Escambia River drainage T)asin. Date. Stream. Tributary to — Locality. Dis- charge. Seo.-feet. 1905 Oct. 17 Whitewater Eiver Whitewater River Whitewater River Whitewater Eiver Conecuh River Elba, Ala., wagon bridge. Elba, Ala., wagon bridge. Elba, Ala., wagon bridge. Elba, Ala., wagon bridge. Brantley, Ala 232 1906 Feb. 21 685 115 Sept. 19 60 1906 June 6 Escambia River. 131 Miscellaneous measurements in Coosa River drainage ha lin Date. Stream. Tributary to — Locality. Dis- charge. Sec-feet. 1901 Oct. 16 Wills Creek Coosa River Coosa River Coosa River Attalla, 2 miles north of , at Wes- . 107 July 2 July 2 123 Chattooga River Gaylesville ,- 325 Miscellaneous measurements in Tallapoosa River drainage hasin. Date. Stream. Tributary to— Locality. Dis- charge. Sec.-feet. 1904 Mar. 26 Tallapoosa River Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River., Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River.. Alabama River.. Igitized by l\ Alabama River.. Tallapoosa, Ga., 4 miles north of, 180 May 14 Tallapoosa, Ga., 4 miles north of. Tallapoosa River - 39 July 19 Tallapoosa, Ga., 4 miles north of, 22 Aug. 31 Tallapoosa, Ga., 4 miles north of. Tallapoosa River. 59 Sept. 26 1906 Tallapoosa, Ga., 4 _ miles north of. 33 Tallapoosa, Ga., 4 miles north of, 1904 Mar. 26 Tallapoosa River 97 Tallapoosa, Ga., 2 miles at Adderhold's Bridge... Tallapoosa, Ga., 2 miles at Adderhold's Bridge... Tallapoosa, Ga., 2 miles at Adderhold's Bridge... Tallapoosa, Ga., ' 2 miles at Adderhold's Bridge... Tallapoosa, Ga., 2 miles at Adderhold's Bridge... Tallapoosa, Ga., 2 miles at Adderhold's Bridge... Heilin, 7 miles southwe north of. 218 May 14 north of. 69 July 19 north of. 32 Aug 31 north of. Tallapoosa River 80 Sept. 26 1906 north of. 60 north of, 1904 Sept. 24 146 St of. at Tallapoosa River Tallapoosa River 137 Nov. 3 Heflin, 7 miles southwest of, at 62 Nov. 4 Heflin, 7 miles southwest of. at 92 Dec 14 Heflin, 7 miles southwest of. at 181 Heflin, 7 miles southwest of, at 162 1906 iiom'Sf&nm)'^"'^^ Heflin, 7 miles southwest of, Denman's Bridge pt 462 556 Water Powers of Alabamw; Seco^id Report. Miscellaneous measurements in Tallapoosa River drainage hasin. J)ate. Stream. Tributary i Locality. Dis- charge. Sec.-feet. 1904 Sept 23 Little Tallapoosa Riv. Nov. 3 Little Tallapoosa Riv. 1904 Nov. 4 Little Tallapoosa Riv. Dee. 14 Little Tallapoosa Riv.. Dec. 15 Little Tallapoosa Riv.. Tallapoosa Riv.. Tallapoosa Riv.. Tallapoosa Riv., Tallapoosa Riv. Tallapoosa Riv.. Wedowee, 3 miles north of, wagon bridge Wedowee, 3 miles north of, wagon bridge : Wedowee, 6 miles northwest of, wagon bridge Wedowee, 6 miles northwest of, wagon bridge Wedowee, 6 miles northwest of, wagon bridge 102 124 211 214 Miscellaneous measurements in Gaha'ba River drainage hasin. Date. Stream. Tributary to— Locality. Dis- charge. Sec.-£eet. 1903 Sept. 30 Nov. 12 East Cahaba River East Cahaba River East Cahaba River East Cahaba River East Cahaba River Cahaba River Cahaba River..." Cahaba River Cahaba River Cahaba River..._ Bridgreton, below Dishazo's Mill 30 28 Nov. 12 Nov. 12 1904 Near Pledger's Mill, Shelby County Near Leeds 13 7 79 Miscellaneous measurements in Tennessee River drainage hasin. Date. stream. Locality. Dis- charge. Sec-feet. 1904 Feb. 4 Paint Rock River Tennessee River Paint Rock, 3 miles south of, near Sou. Ry Apr. 20 Paint Rock River [Tennessee Riverl Paint Rock, 3 miles south of, near Sou. Ry. 1906 May 12 June 26 Oct. 29 1904 Feb. B Apr. 29 1906 May 12 June 22 Oct. 29 1904 Apr. 22 Aug. 15 Oct. 19 Oct. 19 Paint Rock River... Paint Rock River... Paint Rock River.. Flint River... Flint River.. Flint River... Flint River... Flint River.. Big Spring... Big Spring... Big Spring.. Big Spring.., Paint Rock, 3 miles south of, near Sou. Ry Paint Rock, 3 miles south of, near Son. Ry Paint Rock, 3 miles south of, near Sou. Ry Tennessee River Tennessee River Tennessee River Tennessee River Brownsboro, one-fourth mi. west of Tennessee RiverlBrownsboro, one-fourth mi. west of Tennessee River Tennessee River Tennessee River Tennessee River Tennessee River Tennessee River Tennessee River Brownsboro, one-fourth mi. west of Brownsboro, one-fourth mi. west of Brownsboro, one-fourth mi. west of Tuscumbia Tuseumbia Tuscumbia Tuscumbia igitized by Microsoft® 169 27B 118 87 IBB 209 294 224 168 237 100 43 20 19 Survey of Coosa River. 357 RIVER PROFILES. In order to present together with the foregoing stream flow data, fall data from which the available horsepower in the various streams may be determined, profile surveys have been made on Tallapoosa River and some of its tributaries, and these, together with the data of similar surveys made by the United States Army Engineers for navisration purposes have been tabulated so as to show a continuous chain of elevation and distances of points along the principal rivers of the State. The following surveys are available. Coosa River, Wetumpka up to Greensport, 142 miles. Tallapoosa River (lower section) from Tallassee up to Griffin's Ferry near Matilda, 56 miles. Big Sandy Creek from its mouth to a point near Dadeville, 13 miles. Tallapoosa River (upper section) from Southern Railway bridge near the Georgia-Alabama state line down to Matilda, 118 miles. Cahaba River from its mouth to the Shelby County line, 110 miles. Black Warrior River from Tuscaloosa up to the mouth of Mul- berry Fork, 92 miles. Survey of Coosa River. Coosa River has its beginning at the junction of Etowah and Oostanaula rivers, at Rome, Ga., a short distance east of the Ala- bama line. From Rome down to Greensport, Ala., a distance of about 180 miles by river, navigation has been carried on for many years. The total fall in this section is only about 55 feet, and is so well distrib- uted that it has not been necessary to construct locks at any point, though improvements have been made by the United States Gov- ernment in the way of deepening channels, blasting out reefs, build- ing wing dams, etc. Below Greensport, Ala., the river has a large amount of fall, and although it is proposed to make the whole distance navigable by the construction of locks, there are many fine water powers which can be developed in connection with the river improvements without interfering with navigation. A complete survey has been made of this portion of the river by the United States engineers, and a system of locks planned. The level notes heDjHffg^?Q^9^;&f5s^^^^"f '^ *,'°"? *^^ ^'''"'^^' and show the river profile and the location of the shoals. 358 Water Powers of Alabama; Second Report. Fig 1.— Map Showing Coosa Riveb From" Gbeensport to Wetumpka. Digitized by Microsoft® Survey of Coosa River. 359 Elevations of water surface on Coosa River between Wetumpka and Oreensport. [Determined in 1889 by Charles Firth, assistant engineer under Capt. Philip H. Price, Corps of Sngineers, U. S. Army.] I I ■Saf .a » Location. h d S) Miles] 0.0 0.4 2.0 4.0 4.7 6.0 8.3 8.8 11.7 12.9 15.3 15.8 16.8 20.3 21.4 22.0 22.6 24.0 26.6 27.2 28.7 30.3 31.3 34.0 37.0 40.0 41.3 45.0 46.0 47.5 48.6 52.0 63.0 64.3 66.0 66.2 66.9 69.0 60.2 60.8 63.9 66.7 66.6 68.0 74.1 76.2 76.7 76.7 81.1 84.7 86.2 90.4 91.8 95.9 101.2 102.0 106.0 106.8 108.0 111.3 112.6 114.8 116.2 Wetumpka Bridge Mouth of Valley Brook Mouth of Corn Creek Mouth of creek, top of Moccasin Reef — Foot of Grays Island Shoals Big Eddy, top of Grays Island Shoals Mouth of Sofkahatchee Creek Top of Gunns Island Shoals Mouth of Weoka, or Wenone, Creek, at Staircase Falls Mouth of Shoal, or Mill, Creek Greys Ferry Mouth of Town Creek Welona Keef, mouth of Welona Creek Mouth of Pinchoulee Creek Foot of Hells Gap Shoal Mouth of Proctor Creek Mouth of Chestnut Creek Knights Ferry Foot of Duncans Riffle Mouth of Blue Creek Month of Cargal Creek, Smiths Ferry Mouth of Hatchet Creek Zimmermans Ferry Foot of Tuckaleague Shoal Head of Tuckaleague Shoal Mouth of Yellowleaf Creek, at Adam Ferry Lower mouth of Paint Creek Mouth of Waxahatchee Creek Mouth of Kooga Creek Spring Branch, head of Weduska Shoal Mouth of Slaughter Creek Merrills Ferry Mouth of Peckerwood Creek, at foot of Peckerwood Shoal Mouth of Sulphur Branch from Talladega Springs Mouth of Cedar Creek, near Fort William Ferry Mouth of Kelly Branch, foot of Fort William Shoals Mouth of Flat Branch Mouth of Sally Branch Mouth of Beeswax Creek McRaes Ferry - Mouth of Hay's spring branch McGowans Ferry Mouth of Upper Yellowleaf Creek. Southern Railway bridge, at mouth of Kahatchee Creek Chancellors Ferry .•■":-" ; " Columbus and Western Railway bridge (Central of Georgia Railway).. Mouth of Tallaseehatchee Creek Mouth of Talladega Creek Mouth of Clear Creek, at Meyers Ferry Mouth of Spring Creek, at Glovers Ferry Mouth of Kelly Creek Grissom Ferry Mouth of Upper Clear Creek, at Howell's mill shoals Griffiths Ferry, head of Drake's mill shoals .-—"■.■,■ v Collin Ferry and bridge of the Birmingham and Atlantic Railroad Foot of Choccolocco Shoals Mouth of Choccolocco Creek Head of Choccolocco Shoals Truss Ferry Mouth of Blue Eye Creek Bridge of Southern Railway, Riverside Mouth of Blue ^V^'W^^SfM^Pi-hiirK/lt/^rrCiinffrs^ Foot of Lock 4 MmiZsJ3..D-y.JyUcm&Qnw.. 164.37 164.37 168.37 177.00 178.37 186.37 190.80 196.80 212.80 225.00 234.00 234.80 241.00 264.00 266.00 265.00 267.00 270.80 270.80 279.30 280.00 281.00 281.33 292.00 331.64 343.64 360.00 380.00 388.00 399.64 399.64 399.64 399.64 402.80 403.00 407.80 413.00 413.00 413.00 413.00 416.00 421.00 421.00 421.00 421.00 422.00 422.00 422.00 423.00 429.00 431.00 439.00 444.00 466.00 461.00 461.00 469.00 475.00 475.00 476.00 476.00 477.00 477.30 360 Water Powers of Alabama; Second Report. Elevations of water surface on, Coosa River between Wetumpka and Oreensport — Continued. « I •3S5 Location. -ft- h ri V Miles 116.2 116.2 117.7 125.5 127.8 129.0 130.0 131.4 136.0 136.4 136.4 137.0 137.0 137.0 137.0 138.4 138.4 138.4 138.4 141.7 141.7 141.7 141.7 Zero of gage below Lock 4 Bench Mark, 477.30 Zero of gage above Lock 4 : Bench Mark, 489.30 Mouth of Broken Arrow Creek Wood Ferry .- Mouth of Alligator Greek _. Mouth of Trout Greek Mouth of Bruner Creek, at Mays Ferry Mouth of Cane Creek- Mouth of Ohatchee Greek, at Harts Ferry Below East and West Kailroad bridge Above East and West Railroad bridge Below Lock 3....- - Zero of gage below Lock 3 (U. S. A. Engineers) Bench Mark, 494.40 Zero of gage above Lock 3 (U. S. Engineers) Bench Mark, 505.25 Present (1903) water level above Lock 3 ~ Present (1903) water level below Lock 2 _ Present (1903) water level above Lock 2 — Zero of gage below Lock 2 Bench Mark, 505.20 Zero of gage above Lock 2 Bench Mark, 510.57 Present (1903) water level below Lock 1 .'. _ Present (1903) water level above Lock 1 „ Zero of gage below Lock 1 -.Bench Mark, 512.72 Zero of gage above Lock 1 _ _.Bench Mark, 517.89 483.00 492.30 493.00 493.00 494.00 495.00 496.00 496.00 498.00 498.40 610.40 610.40 615.90 615.90 521.30 Surveys of Tallapoosa River and Tributaries. Surveys of a part of Tallapoosa River in Alabama and of Big Sandy Creek, its tributary, were made in 1900, uper supervision of B. M. Hall, resident hydrographer, by Field Engineer James R. Hall, levelman and topographer. The river survey began at the hydrographic station on Tallapoosa River, at Milstead, Ala., and ran up the river 64 miles to the head of the shoal above Griffin Ferry. The creek survey began at its mouth and extended up to new bridge near Dadeville. The eleva- tions as shown are approximately on sea level datum. Digitized by Microsoft® Surveys of Tallapoosa River and Tributaries. 361 Fig 2. — Map of Tallapoosa Rivee From Top of Griffin Shoals to Milstead. Digitized by Microsoft® 362 Water Powers of Alaba/ma; Second Report. Elevations of tench marks and water surface along Tallapoosa River from Milstead to Griffin Shoals. 1 ll Location. ll Miles. 6.0 Water surface of tail-water at Tallassee mills 6.2 Water surface above crest of Tallassee dam 269 9 8.6 Upper end of Tallassee pond 269 9 9.5 Water surface below Montgomery Power Company's * dam.. 295 25 9.5 16.7 Upper end of Montgomery Power Company's pond 335 25 16.5 16.8 352.45 16.8 Bench mark No. 7, bunch of mulberry trees at the mouth of Wind Creek 367.85 363.30 17.8 Bench mark No. 22^ crooked willow on small branch at north end of Taylor's field 17.8 18.6 Water surface at bench mark No. 22 Water surface opposite mouth of Kowaliga Creek 356.18 357 16 18.75 Bench mark No. 33, mulberry 100 feet aboev old Baker field 371.73 18.76 359.75 19.4 364.60 19.4 360.56 19.7 Bench mark No. 46, pine at mouth of High Falls Branch 393.98 382.45 19.7 20.1 21.0 Water surface at "blue hole" at mouth of High Falls Branch Water surface at "blue hole" at foot of Long Branch Shoals Bench mark No. 62, mulberry, 300 yards above mouth of Long 362.40 362.40 21.0 Water surface at bench mark No. 62, top of Long Branch Shoals Bench mark No. 70, white hickory at McCarty's Ferry, mouth of Blue Creek 367.23 21.3 376.67 21.3 23.0 Water surface at McCartys Ferry, mouth of Blue Creek 367.80 372.55 23.8 23.8 24.4 Water surface at month of Gold Mine Branch Bench mark No. 100, mulberry at mouth of Gold Mine Branch Bench mark No. 110, water oak at Robinsons Ferry 386.00 404.40 375.17 24.4 25.6 Water surface at Robinsons Ferry „ Water surface at top of upper Robinsons Shoals - . . 380.20 389.10 26.6 Bench mark No. 124, small sycamore at mouth of small branch Water surface at mouth of small branch in Pace's field Bench mark No. 140, water oak at foot of Hardy Shoals, in Pace's field 395.10 414.30 398.08 27.7 28.7 390.09 29.5 Bench, mark No. 160, dead stump 100 feet below the mouth of Big Sandy Creek ; 29.6 Water surface at mouth of Big Sandy Creek 393.80 30.0 Bench mark No. 165, big red oak at Youngs Ferry 418.50 30.0 394.00 31.0 Water surface at Cherokee Bluff 394.60 31.2 Bench mark No. 175, big walnut 200 yards above Monowa Creek Bench mark No. 180, 10-inch pine tree at third bar of Seago Shoals 416.76 424.72 34.0 34.0 Water surface at third bar of Seago Shoals, opposite bench mark No. 180 399.92 35.8 Bench mark No. 190, large white oak at east landing at Walkers Ferry 436.90 35.8 Water surface at Walkers Ferry 429.66 37.0 Bench mark No. 210, leaning white oak at mouth of small branch at upper end of Upshaw place 438.60 37.4 Water surface at bench mark No. 210 432.00 37.6 Water surface at top of fish trap 436 47 38.3 Bench mark No. 216, 16-inch white oak on small branch at upper end of Locke's old field 448.90 38.3 Water surface at bench mark No. 215 438.00 39.3 39.3 Water surface under Central Railroad bridge at Sturdevant Bench mark on top of rail over first pier of the east end of Cen- tral Railroad bridge 605.90 467.16 444.26 41.2 Bench mark No. 240, large water oak at east landing of Den- nis Ferry -,.—., 41.2 1 Water surface at T)Bi^fml^.by..Ml.CW.S.O.ff!S. 445.86 Purveys of Tallapoosa River and Tributaries. 363 Elevations of 'bench marks and tcater surface along Tallapoosa River from Milstead to Griffin Shoals — Continued. d Location. S s m S Miles. 42.2 46.3 48.3 48.3 BO.O 50.0 52.0 52.0 65.4 65.4 60.8 60.8 62.0 62.0 Water surface at mouth of branch on left bank of river Water surface 600 feet below mouth of Hillabee Creek Bench mark No. 310 water oak at east. landing of Welchs Ferry.. Water surface at Welchs Ferry Bench mark No. 330, beech 150 feet above mouth of Freemans Branch Water surface 150 feet above mouth of Freemans Branch Water surface at Whaleys Ferry Bench mark No. 340, birch at Whaleys Ferry Bench mrak No. 850, 10-inch birch at Millers Ferry Water surface at Millers Ferry Water surface at Griffin Ferry Bench mark No. 380, double ash tree on left bank at Griffin Ferry Bench mark No. 390, 12-inch birch at head of Griffin Shoals Water surface at head of Griffin Shoals 504.15 526.62 539.38 552.16 564.76 573.87 448.20 472.60 492.30 521.04 529.48 544.00 567.10 570.30 Elevations of bench marks and water surface along Big Sandy Creek between its mouth and the new bridge near Dadeville. 0.0 .0 .95 .95 1.06 1.52 1.89 2.22 2.56 2.66 3.79 3.79 5.02 4.92 6.02 6.34 6.34 6.70 7.18 7.44 7.78 7.78 7.98 8.06 8.06 8.29 8.63 9.47 9.91 9.91 10.63 10.63 11.10 12.38 12.38 12.38 Bench mark No. 150, dead stump at mouth of creek Water surface at mouth of Big Sandy Creek Water surface below Pace's dam Water surface abovee Pace's dam Bench mark No. 160, big pine on north side, 175 feet above Pace's bridge Creek surface At point of Ivy Bend Bench mark No. 162, large walnut at Tucker's house Bench mark No. 163, small oak at Tucker's fish trap Water surface above Tucker's fish trap .--- --.• Bench mark No. 164, large sycamore at mouth of Lowry Branch- Water surface at mouth of Lowry Branch Bench mark No. 166, oak post at north end of Smith's bridge Water surface at Smith's bridge - -v;; Zero of United States Geological Survey gage at Dadeville .....,...- Bench mark No. 167, wahoo tree at mouth of Young Branch Water surface at mouth of Young Branch Water surface at Barnes basin Water surface at foot of Black Shoals Water surface at top of Black Shoals Water surface at mouth of Buck Creek ........^ -. Bench mark No. 168, small double oak at mouth of Buck Creek.... Eddy water below Sanford's dam Bench mark No. 169, hickory at Sanford's mill Floor of Sanford's mill Water surface at Sanford's bridge above dam Water surface at head of Sanford's pond -- Water surface at second shoal above Sanford's pond.---....--......-.-;.- Bench mark No. 173, large white oak near north end of Cooks bridge Water surface at Cook's bridge .- .- - Water surface opposite mouth of Chattasofka Creek.. Bench mark, 16-inch water oak on west bank of Chattasotka Creek, 50 feet above mouth Water surface at top of old factory shoal Water surface at new bridge. --.-■- - -.y Bench mark on upstream end of sill on west end of new bridge... Bench mark No. 176, 6-inch maple at new bridge. Digitued by Miuiunuft® 398.08 422.30 503.86 432.85 445.20 463.95" 440.50 669.58 503.66 622.10 514.00 539.36 627.20 562.30 563.00 393.80 402.00 412.10 416.00 419.00 430.00 '436.10 44i;76" 446.50 462.30 465.00 496.30 497.30 600.00 506.70 506.70 512.50 513.80 520.60 540.16 550.80 364 Water Powers of Alaha/inw; Second Report. Survey of TaIvI S) o >^ Ph ed CO Mouth, Mad Indian Creek Water above Hendon's Mill Water below Hendon's Mill Hendons Mill dam, nail in base of beech tree» marked "No. 54," on right bank of river about 100 feet to right end of mill race, and 300 feet below right end of dam Island ford, surface of water Fish trap above, surface of water Fish trap below, surface of water Little Tallapoosa Eiver, on left side of river, nail in base of willow tree marked "No. 55," on left bank of river upper bank, at forks of the Tallapoosa and Little Tallapoosa Rivers Burrow's Ferry, about 100 feet below the mouth of Little Tallapoosa River „ Shoals, head of surface of water Shoals, foot of Surface of water Shoals, head of Shoals, foot of Fish trap above, surface of water Fish trap below, surface of water Surface of water Fox Creek, on right side of river, nail in base of poplar tree, marked "No. 56," on upper side of creek, about 100 feet to left of edge of- river _ „., Shoals, head of " Shoals, foot of Blakes Ferry, nail in base of sycamore tree, marked "No. 57," on right side of river, upper side of wagon road Morris Shoals, head of Morris Shoals, opposite rock bluff ^., ^ Hunter Creek, on left side of river, nail in base of water oak tree, marked- "No. 58," on upper bank of creek, about 100 feet to the left of the edge of the river Morris Shoals, foot of Fish trap shoals, head of Fish trap shoals, small eddy Fish trap shoals, foot of — - — Mitchell's Ferry, nail in base of oak tree, marked "No. 59, on right bank of river, upper side of ferry landings ,. Crooked Creek, on right bank of river, nail in base of birch tree marked "No, 60," on upper side of creek, 100 feet to right of river Welborn's Ferry, nail in root of water oak tree, marked "No. 61," on left bank of river, on lower side of wagon road Mullins shoals, above fish trap, top of shoals Mullins Shoals, below fish trap _ - Surface of water. _ Browning's ferry, nail in base of twin water oaks, marked "No. 62," on right bank of river, 50 feet above ferry landing Surface of water „ Comhouse Creek, on left side of river nail in root of large water oak, marked "No. 63," on right bank of river just below Malone ferry landing opposite mouth of creek Malone's Ferry No Business Creek, on. left side of river, mouth of Fish trap, above Fish trap, below. Fish trap, above. Fish trap, below Wilson Shoals, head of Hurricane Creek, on right side of river nail in base of triple chestnut tree, marked "No. 63," on upper bank of creek wi^^ ^£^^.1flh^*i^^:Mcmga?M:::::;::::::;::::: 728.35 704.76 695.03 685.84 680.38 666.15 666.83 664.44 662.04 654.0 715.4 712.7 707.1 837.38 703.9 702.2 701.3 698.5 698.5 694.3 692.4 691.8 688.5 684.0 683.4 681.0 680.2 679.8 679.4 678.1 678.1 676.6 674.0 668.6 667.0 666.9 665.3 663.8 660.6 657.6 653.6 648.1 644.9 644.8 644.4 642.4 639.1 639.1 637.5 637.4 636.4 636.2 634.9 634.8 629.1 626.2 366 Water Powers of Alaha/ma; Second Report. Elevations along Tallapoosa River from Tallapoosa, Oa., to Maltida, Ala. — Continued. 2 o « S 9 S « rt C OfriO Description of Points. lis n d CO frt 0) 01 >9c9 «-«! Miles. 89.2 89.6 89.7 90.0 90.1 90.7 91.1 92.5 92.6 92.5 92.9 93.4 94.3 94.3 94.8 94.8 95.8 95.8 95.8 97.5 98.0 100.00 102.1 102.6 103.4 103.8 104.0 104.0 104.8 106.5 106.1 106.1 107.0 107.4 107.9 109.0 110.2 112.7 114.9 116.0 116.4 117.5 Wilson Ferry, at Levonia, Ala., :nail in base of water oak, marked "No. 65," on right bank of river, 10 feet below ferry landing Wilson Shoals, good site for a dam Wilson Shoals, in shoals. Cedar Creek, on right side of river, mouth of- Wilson Shoals, foot of Eddy water. Shoals, head of ™ Shoals, foot of, at wagon bridge... Louina wagon bridge, 4 miles west of Louina, top of right bank, stone pier upper side of bridge marked "No. 66" Louina wagon bridge, nail in base of water oak marked "U. ,S. G. S. No. 67" on right side of river 209 feet below ap- proach to bridge on west side of wagon bridge Louina Ford, nail in base of beech tree marked "No. 68," on right bank of river, 50 feet above wagon road Button Creek, nail in base of large beech tree, marked "No. 69," on lower bank of creek, 200 feet to right of right bank of river County line between Randolph and Chambers counties Wilkins Shoals, head of.. Wilkins^ Ferry, nail in base of water oak, marked "No. 70,' on right bank of river about 100 feet above ferry Wilkins Shoals, foot of Small Shoals, head of Small Shoals, foot of.. High Pine Creek, on left side of river, nail in base of white oak, marked "No. 71," opposite mouth of creek. Denny's ferry, nail in root of large water oak, marked "No. 72," on right side of river, about 200 feet from river on lower edge of road Shoals, head of '. Shoals, foot of at lower end of long island. — Chicasanoca Creek, on left side of river. Fant's Ferry, nail in base of big birch marked "No. 73," on left side of river 20 feet left of ferry landing lower side of road- Stedhams Shoals, head of.. Stedhams Shoals, foot of- Shoals, head of.. Good site for dam, nail in base of ash tree, marked "No. 74, on hill side 200 feet to left of river, 20 feet left of spring.. Shoals, foot of Bibbes Ferry, nail in base of big water oak, marked "No. 75," on left side of river, about 50 feet' to left of river about 150 feet above ferry landing , Shoals, head of Shoals, foot of Copnty line between Randolph and Tallapoosa counties. Hodnutt Creek, on right bank of river nail in base of big ash tree, marked *'No. 76," on upper bank of creek, about 75 feet to right of river, head of shoals Shoals, foot of Big Island, head of __ Fredrick's Ferry, nail in root of big ironwood tree, marked "No. 77," right side of river, upper side of road, 100 feet to right of ferry landing. B. M. No. 78 on oak, right bank, just below Galloway Creek- Germany's Ferry B. M. No. 80, water oak, on right bank. Butts Ferry Mouth of Sapstone Creek. Head of Griffin Shoal B. M. No. 82, ash on right bank Griffins Mill and Ferry at Matilda, Ala. B. M. No. 82. Wil- low on left bank 630.12 631.30 612.89 607.98 614.79 687.10 696.96 670.02 587.24 574.12 664.05 547.22 624.4 622.8 619.7 616.6 616.4 615.1 615.0 602.9 602.2 602.1 602.1 595.9 695.9 594.2 593.6 593.6 591.5 590.6 585.8 584.5 582.3 682.0 576.6 576.4 571.0 669.3 669.2 567.8 666.8 666.8 664.7 562.2 662.0 557.9 567.6 567.1 656.7 656.7 556.7 442.4 NOTE.— The survey up rl] datum taken at Tallassee. vicinity but is on a different Survey of Cahaba River 367 Survey of Cahaba River. Cahaba River rises near Birmingham, and, flowing in a southerly direction, enters Alabama River just below Selma. The Corps of Engineers, United States Army, made a survey of this stream, beginning at the southwestern boundary of Shelby County, and running down the river 110 miles to its mouth, in which distance there is a fall of 356 feet. The level notes of this survey are given on the following pages. Mcvatloiis of water surface of Oaliaba River in Alabama from its mouth up to the line of Shelby County. [Survey by United States Engineer Corps in 1874.] n1 90 11 63.0 Shoal 92 14 63.8 Shoal 95.08 55.1 Blocks Cut-off 97.90 66.3 Blocks Cut-off _ 98.50 56.7 Blocks Cut-off 99 70 66.8 Shoals - '. 100 39 57.0 Below Potato Creek Shoals; „ 101 82 68.1 61.6 Above Potato Creek Shoals 107.00 109.30 63.2 111.20 66.3 113.56 65.7 114.65 67.6 115.50 67.7 69.2 Above small shoal _ _ 116.30 116.60 70 2 118.00 74 8 Foot of shoal . 123 40 76.6 81.6 Head of shoal _ _ _ 126.30 131.80 82.6 85.7 Head of shoal _ _ _ 132.80 133.70 86.7 134.40 86 7 136.40 87.6 Mouth of Mill Creek 139.60 88 4 148.00 90 148.00 149.00 149.00 92 5 149.88 93.0 Mouth of Buckhalter or Huckleberry Creek _ 161.00 161.00 94.0 fS^ i^v^ZIlDlgitizMMMnrn^c^ 161.90 162.00 94.5 Mouth of Palmetto Creek 162.40 368 Water Powers of Alabama; Second Report. Fig. 3. — Map of Portion of Cahaba RrvEat, Surveyed By Corps of Engineers, U. S. A. Digitized by Microsoft® Survey of Cahaba River. 369 Elevations of water surface of Cahaba River in Alabama from its mouth up to the line of Shelhy County— Continued. Miles, 94.8 96.0 97.1 97.2 97.3 97.8 98.1 98.5 99.1 99.5 99.6 99.7 100.1 100.6 101.4 102.1 102.7 102.8 103.6 103.7 104.4 104.6 105.7 105.8 106.3 106.6 107.0 107.4 107.9 109.2 110.3 Pratts Ferry, in township 24 N., R. 10 E.. Below Little Cahaba Shoals Mouth of Little Cahaba River Below small shoal Above small shoal Mouth of Pratts Creek Mouth of Lewis Branch Mouth of Coalbed Branch.. Opposite Lyman coal shaft at Lick Branch Below small shoal Above small shoal Mouth of Coffee Creek..... Foot of Bailey Reach Rapids Head of Bailey Reach Rapids Mouth of Little Ugly Creek Mouth of Ugly Creek, in township 22 S., R. 5 W.. Below small shoal Above small shoal Foot of Lily Shoals Lily Shoals Ford Mouth of Lick Creek Mouth of Bear Branch.. Mouth of Daly Creek, east and west line sections 11 and 14.. Above small shoal Small shoal _ ; „ Small shoal' _ _ Foot of Long Island Shoal Mouth of Cane Creek Head of Halfmile Rapids Locke Ford Mouth of Shades Creek, Shelby County line Feet. 152.61 156.00 158.00 168.00 159.40 161.50 163.00 172.00 184.26 185.20 189.60 189.60 192.00 204.80 206.00 206.00 206.00 208.50 213.00 216.60 220.00 220.00 221.80 224.50 226.60 228.40 231.30 243.50 262.00 264.00 265.88 Elevations up TomhigT)ee, Warrior and Black Warrior Rii^ers, Datum, Mean Low Tide, Mobile Bay. (From Profiles in Office of U. S. Enginfeer Corps.) g s . *H U 444.8 17 425.4 17 388.0 17 386.4 16 380.5 15 373.5 14 370.1 13 363.1 12 362.4 11 361.9 10 316.0 9 298.2 8 282.2 7 266.7 6 246.0 5 9M.S 4 204.0 3 182.0 2 111.0 1 River. St g« S ►J o Head of Upper Pool, Mulberry Fork. Head of Upper Pool, Locust Fork Black Warrior River. Black Warrior River Black Warrior River v Black Warrior River Black Warrior River Black Warrior River, Tuscaloosa, Ala. Black Warrior River, Tuscaloosa, Ala. Black Warrior River, Tuscaloosa, Ala. Warrior River Warrior River Warrior River, near Eutaw, Ala Warrior River Warrior River Tombigbee River, Demopolis, Ala. Tombighee River Tombigbee River ...D/0/fe©ef&y-AS- a o £.a — 0.76 — 0.76 7,000 0.8 64.5 41,040 37,000 — 16,000 — .70 — .70 7,400 .8 64.4 43,380 39,000 —13,000 — .60 ■ — .60 7,850 .9 64.3 45,860 41,000 — 9,000 — .50 — .60 8,350 .9 64.2 48,740 43,000 — 7,000 — .40 — .40 8,850 .9 64.1 61,680 46,000 — 4,000 — .30 — .30 9,475 1.0 64.0 66,100 49,000 — 1,000 — .20 — .20 10,000 11,000 1.0 63.9 68,100 52,000 1.1 63.7 63,800 67,000 5,000 1.00 .90 17,000 1.5 62.8 98,100 88,000 36,000 1.20 1.10 18,375 1.6 62.5 104,400 93,000 41,000 2.00 1.80 24,000 1.8 0.2 62.1 104,400 93,000 41,000 3.00 2.80 31,600 2.1 1.0 61.9 104,400 93,000 41,000 4.00 3.80 41,500 2.4 1.6 61.6 104,400 93,000 41,000 5.00 4.70 49,500 2.7 2.0 61.0 104,400 93,000 41,000 6.00 5.70 59,000 3.0 2.3 60.3 104,400 93,000 41,000 7.00 6.70 70,000 3.4 2.6 69.6 104,400 93,000 41,000 8.00 7.60 81,000 3.8 3.0 59.1 103,600 93,000 41,000 9.00 8.60 93,000 4.2 3.4 68.6 101,500 91,000 39,000 10.00 9.50 106,000 4.5 3.8 68.0 100,100 90,000 38,000 11.00 10.50 118,000 4.9 4.3 57.5 98,900 89,000 37,000 12.00 11.40 131,000 5.2 4.7 57.0 97,500 87,000 36,000 13.00 12.30 144,000 5.6 5.0 56.4 96,100 86,000 34,000 14.00 13.20 168,500 6.9 5.3 56.8 94,600 84,000 32,000 15.00 14.10 174,000 6.2 6.7 66.3 93,300 83,000 81,000 16.00 16.00 190,000 6.6 6.1 64.8 91,900 82,000 30,000 17.00 15.90 204,000 6.9 6.4 64.3 90,600 81,000 29,000 18.00 16.80 218,000 7.2 6.8 63.7 89,200 80,000 28,000 19.00 17.70 236,000 7.6 7.1 63.1 87;800 79,000 27,000 20.00 18.60 252,000 7.8 7.4 52.5 86,500 77,000 25,000 21.00 19.60 270,000 8.2 7.7 61.0 86,100 76,000 24,000 22.00 20.40 287,000 8.5 8.1 51.4 83,700 75,000 23,000 23.00 21.30 306,000 8.8 8.4 50.8 81,300 73,000 21,000 24.00 22.20 325,000 9.2 8.8 50.3 80,900 72,000 20,000 25.00 23.10 345,000 9.5 9.2 49.8 79,750 71,000 19,000 26.00 24.00 365,000 9.9 9.6 49.2 78,400 70,000 18,000 27.00 24.90 386,000 10.2 9.9 48.7 77,000 69,000 17,000 28.00 25.80 405,000 10.6 10.2 48.1 76,600 68,000 16,000 29.00 26.70 423,000 10.8 10.5 47.6 74,200 66,000 14,000 30.00 27.60 444,000 11.2 10.8 46.9 72,900 65,000 13,000 31.00 28.60 466,000 11.5 11.2 46.4 71,600 64,000 12,000 32.60 30.00 499,000 12.1 11.8 46.5 69,600 62,000 10,000 Digilizt id by M icroson ® 388 Water Powers of Alabama; Second Report. Table IV. — Pone?' data for Dam No. 3. Proposed installation provides for six 10,000 horsepower turbines and two 2,200 horse- power "exciter" turbines, with generators. Turbines are to run with full-open gates when Florence gauge reads 7 and over At 7 stage with full gates., turbines will be using 20,300 second-feeet ; at — 0.2 the discharge of river is 10,000 second-feet. This amount is considered to give "primary" power ; all above gives "secondary," Elevation of crest of dam is 500 above sea level, and of zero of gauge below power- house is 465. Readings on this gauge give height of water at tailrace of power house No. 3 above crest of Dam No. 2, and combine therefore the effect of backwater from Dam No. 2 with the natural slope of the river. Data in this table are based on assumption that turbines at Dam No. 2 are running at ■full capacity. Column No. 7 gives power developed by turbines measured on turbine shafts, which is at maximum of 62,200 when Florence gauge reads between 1.42 and 7. Efficiency of tur- bines is taken as 80 per cent. Column No. 8 gives electrical horsepowers at switchboard of power house, taken as 90 per cent of turbine shaft power. 1 2 3 4 5 6 7 8 9 ■3 1 8 I, ■ tf i (U m §1 ■sl . •s-s . •S o Pi ho § 4 P o Ii 1 I'- ll 1 1l| III S 1 II. S s 'is Hill lllljl — 0.76 7,000 0.56 35.0 22,272 20,000 — 8,000 — .70 7,400 .69 36.0 23,540 21,000 — ^7,000 — .60 7,850 .61 35.0 24,970 22,000 — 6,000 — .60 8,360 .63 36.0 26,570 23,000 —5,000 — .40 8,850 .66 36.0 28,150 26,000 — 3,000 — .30 9,476 .67 35.0 30,150 27,000 — 1,000 — .20 10,000 .70 36.0 81,818 28,000 11,000 .74 35.0 35,000 31,000 3,000 i.iio '6.1 17,000 1.01 34.9 53,960 48,000 20,000 1 42 .2 19,600 1.14 34.8 62,200 56,000 27.000 27,000 2.00 .4 24,000 1.22 o;i" 34.7 62,200 56,000 3.00 1.2 31,600 1.42 .7 34.5 62,200 65,000 27,000 4.00 1.7 41,500 1.62 1.1 34.4 62,200 55,000 27,000 6.00 2.2 49,500 1.82 1.4 34.2 62,200 55,000 27,000 6.00 2.6 59,000 2.03 1.6 34.0 62,200 65,000 27,000 7.00 3.0 70,000 2.20 1.8 33.8 62,200 55,000 27,000 8.00 3.4 81,000 2.60 2.1 33.7 61,900 66,000 27,000 9.00 3.9 93,000 2.80 2.4 33.5 61,400 56,000 27,000 10.00 4.3 106,000 3.00 2.6 33.3 60,850 54,000 26.000 11.00 4.7 118,000 3.30 2.8 33.1 60,300 64,000 26,000 12.00 6.2 181.000 3.60 3.1 32.9 59,800 53,000 26,000 13.00 5.5 144,000 3.80 3.3 32.8 69,400 53,000 26,000 14.00 6.0 158,500 4.00 3.6 32.6 68,960 53,000 25,000 15.00 6.4 174,000 4.20 3.9 32.5 58,500 62,000 24,000 16.00 6.9 190,000 4.50 4.2 32.3 68,100 52,000 24,000 17.00 7.2 204,000 . 4.70 4.4 32.2 67,700 51,000 23,000 18.00 7.6 218,000 4.90 4.6 32.0 57,300 51.000 23,000 19.00 8.0 236,000 5.20 4.8 31.8 56,800 51,000 23,000 20.00 8.4 252,000 6.40 5.0 81.6 56,300 50,000 22,000 21.00 8.8 270,000 5.70 5.3 31.5 56,900 50,000 22,000 22.00 9.2 287,000 6.90 5.6 31.3 66,450 49,000 21,000 23.00 9.6 306,000 6.10 6.7 31.1 64,900 49,000 21,000 24.00 10.1 326,000 6.30 6.0 30.9 64,400 48,000 20,000 26.00 10.4 345,000 6.50 6.2 30.8 63,900 48,000 20,000 26.00 10.9 866,000 6.70 6.4 30.5 68,400 48,000 20,000 27.00 11.2 386,000 6.90 6.6 30.4 52,900 47,000 19,000 28.00 11.6 406,000 7.10 6.8 30.2 62,600 47,000 19,000 29.00 12.1 423,000 7.30 7.1 30.0 62,200 46,000 18.000 30.00 12.4 444,000 7.60 7.3 29.9 51,800 46,000 18.000 81.00 12.9 465,000 7.80 7.6 29.7 61,200 46,000 18.000 32.50 13.6 499,000 8.20 8.0 29.5 50,760 45,000 17,000 Digitizi dhylV icrosof ® Poioer at Muscle Shoals. 38» Table V. — Power data for Dam No. 4. NOTES. Proposed installation provides for seven 10,000-horsepower turbines and two 2,000-horse- power 'exciter" turbines, with generators. Turbines are to run with full-open gates when the Florence gauge reads 7 or over. At 7 stage, with full-open gates, turbines will be using 21,510 second-feet; at — 0.2 stage the discharge of the river is 10,000 second-feet. This amount is considered to give "primary" power, and all above gives "secondary" power. Elevation of the upper pool is 540 and is kept constant by means of movable gates on dam ; elevation of the zero of the gauge below power house is 500. Readings on this gauge give height of water at tail race of power house No. 4 above crest of Dam No. 3, and combine, therefore, the effect of backwater from Dam No. 3 with the natural slope of river. Data in this table are based on the assumption that turbines at Dam No. 2 are running at full capacity. Column No. 5 gives power developed by turbines, measured on turbine shafts, which is at maximum of 74,000 horsepower when the Florence gauge reads between 1 and 7. Effi- ciency of turbines taken at 80 per cent. ^ Column No. 6 gives electrical horsepower at switchboard of power house (dropping frac- tions of 1,000 horsepower). Efficiency of generators taken at 90 per cent. (Efficiency of turbo-generators, 72 per cent.) 1 2 S 4 6 6 7 - S A . & i If |3 It H ft h Hi III .a V •See, lie lull H « ft p,-h" CO d'O.C--- M —0.76 7,000 40.0 25,454 23,000 —10,000 —0.70 7,400 40.0 26,910 24,000 — 9,000 — o.eo 7,860 8,350 8,850 40.0 40.0 40.0 28,640 30,360 32,190 25,000 27,000 29,000 — 8,000 — 0.60 — 6,000 —0.40 — 4,000 —0.30 9,475 10,000 11,000 17,000 20,300 24,000 40.0 40.0 40.0 40.0 40.0 39.7 34,450 36,360 40,000 61,820 73,820 74,000 31,000 33,000 36,000 55,000 66,000 66,000 — 2,000 - — 0.20 _, 3,000 1.00 22,000 1.50 33,000 2.00 0.3 33,000 3.00 0.8 31,500 39.2 74,000 66,000 33,000 4.00 1.3 41,500 38.7 74,000 66,000 33,000 5.00 1.7 49.500 38.3 74,000 66,000 33,000 6.00 2.0 69,000 38.0 74,000 66,000 33,000 7.00 2.3 70,000 37.7 74,000 66,000 33,000 8.00 2.7 81,000 37.3 72,850 66,000 32,000 9.00 3.1 93.000 36.9 71,660 64,000 31,000 10.00 3.4 106,000 36.6 70,700 63,000 30,000 11.00 3.7 118,000 36.3 69,900 63,000 30,000 12.00 4.1 131,000 36.9 68,760 62,000 29,000 13.00 4.5 144,000 35.6 67,660 61,000 28,000 14.00 4.8 168,000 35.2 66,750 60,000 27,000 15.00 5.2 174,000 34.8 66,660 59,000 26,000 16.00 5.6 190,000 34.4 64,500 68,000 26,000 17.00 5.9 204,000 34.1 63,600 57,000 24,000 18.00 6.2 218,000 33.8 62,800 66,000 23,000 19.00 6.5 236,000 33.6 61,960 56,000 23,000 20.00 6.8 262,000 33.2 61,100 55,000 22,000 21.00 7.2 270,000 32.8 60,100 54,000 21,000 22.00 7.5 287,000 32.5 59,200 63,000 20,000 23.00 7.8 306,000 32.2 58,400 52,000 19,000 24.00 8.2 326,000 31.8- 57,400 61,000 18,000 25.00 8.5 345,000 31.5 66,600 61,000 18,000 26.00 8.8 365,000 31.2 56J00 50,000 17,000 27.00 9.1 385,000 30.9 54,900 49,000 16,000 28.00 9.4 406,000 30.6 54,100 49,000 16,000 29.00 30.00 9.8 10.1 ^oSSre :l bysMci ■'29.6 osol^oo 48,000 47,000 16,000 14,000 31.00 10.6 46^000 51,200 46,000 13,000 32.60 11.0 499,000 29.0 49,900 45,000 12,000 390 Water Powers of Alabama; Second Report. Table "VI. — Shortage in primary power in different low-water years. NOTES. (1) If thought necessary, steam auxiliary plant can later be provided for 23,000 horse- power, and this will tide over all short years, except abnormal years like 1872 and 1878. But it is believed that the shortage can be made up in the manner explained in notes fol- io wing. (2) To show how shortage of primary power in ^ceptional low-water years can be made up 1872 is taken for illustration. Assume that peak load of 113,000 horsepower is required for only 8 hours per day. To make up shortage for this period draw on reservoirs formed by dams. There was a shortage from October 10 to November 10 in 1872 for 32 days, as follows: 2,600 to 3,000 second-feet for 6 days; 2,150 to 2,600 second-feet for 5 days ; 1,^50 to 2.160 second-feet for 2 days ; 1.150 to 1,650 second-feet for 6 days ; 525 to 1,150 second-feet for 9 days ; to 525 second-feet for 4 days. Combined area of tbe three reservoirs is about 40,000 acres. If stored water is used for the 8-hour period to make up shortage, and no water is stored in 16 hours of lower power^ then in the 32 days given the reservoirs would have been lowered about 0.8 to 0.9 foot. (3) But a better plan would be to draw on the low-water flow of 7,000 second-feet to fully or partially r^tore height in reservoirs during slack hours. Thus if 3,000 second- feet (extreme case) was taken out for 8 hours, reservoirs could be refilled in the other 16 hours by allowing only 5,500 second-feet to pass. (4) A combination of plans (2) and (3) will probably be better from the navigation standpoint. [Total primary power at Dams 2, 3, and 4 is 113,000 horsepower.] Number of days each year shortage was between figures given. Year. is o MCi ° 1 III cam O o 1 ■=■■= S O O g m"« s 1 4 ^ SB. 11 II 1872 6 6 2 3~ i" 1 i" 7 12 4 3 r 7 5 7" 4 12 6 3 7" 7 iii" 12 6 10 6 16 e" 3 13' 5" 20 11 319 350 341 1873 1876 1877 1878 22 "l" 365 345 1879 1894 1897 348 365 336 1898 1902 1903 365 360 323 1904 Average for 12 low-water years.... 0.67 0.60 1.60 3.67 5.4 7.6 346 Average for 41 years.... 0.20 0.15 0.44 1.07 1.5 2.2 359.5 Digitized by Microsoft® Power at Muscle Shoals. 391 Table VII. — Secondary poner and time availahle. Note. — Proposed installation will give at Dams Nos. 2, 3, and 4 an aggregate secondary power of 101,000 horsepower when Florence gauge is between readings 1.5 and 8. Below 1.5 reading secondary power drops to zero Irom lack of discharge and above 8 drops off, due to reduction of head, until at maximum reading of 82.6 feet it is 39,000 horsepower. Year. Number of months each year on which the secondary power at or above the figure stated. was 101,000 90,000 80,000 70,000 60,000 60,000 40,000 30,000 20,000 1 10,000 1872 5.7 6.5 6.0 7.6 4.9 6.6 5.7 6.0 5.8 6.1 7.8 6.5 4.7 8.4 6.6 6.5 8.6 9.6 8.8 7.5 8.2 8.4 7.0 6.2 6.6 5.7 8.7 4.3 7.2 7.8 6.0 4.9 5.4 7.6 9.5 8.3 6.7 5.2 7.6 6.5 6.5 6.8 8.0 7.9 9.1 6.6 8.2 7.7 7.3 7.8 7.7 9.4 8.5 6.4 10.0 9.8 7.7 10.3 11.3 11.0 9.6 10.3 10.0 8.3 7.8 8.1 7.1 10.2 5.5 9.4 9.7 7.6 6.1 6.4 9.2 11.2 10.2 8.3 7.6 9.2 7.7 8.2 ■7.4 8.6 8.8 9.8 7.8 9.4 8.2 8.3 9.4 9.0 10.5 10.0 7.6 10.9 9.8 9.2 11.3 11.7 11.6 10.8 11.1 11.6 9.4 8.8 9.1 8.0 11.2 6.8 10.4 11.4 8.6 7.2 7.0 10.0 11.9 11.1 9.8 9.1 9.8 8.8 9.2 7.8 9.1 9.7 10.4 8.4 10.0 8.5 9.0 9.9 9.5 11.1 10.7 8.6 11.3 10.1 9.9 11.7 12.0 11.8 11.3 11.4 11.8 9.8 9.4 9.7 8.7 11.4 7.7 10.7 11.8 9.6 8.4 7.6 10.4 12.0 11.2 9.9 9.8 10.0 9.7 10.3 8.2 9.7 10.3 10.9 8.7 10.3 8.8 9.6 10.3 9.9 11.4 11.0 9.6 11.4 10.6 10.2 11.8 ii.T' 12.0 11.7 12.0 10.2 9.8 10.1 9.1 11.5 8.6 10.9 11.9 10.2 8.6 8.1 10.6 11.3 10.2 10.0 10.3 10.2 10.6 8.6 10.0 10.7 11.4 9.1 10.6 9.1 10.0 10.7 10.3 11.7 11.3 10.3 11.5 11.0 10.5 11.8 Ti'.o' TiT 10.6 10.2 9.0 10.3 11.0 11.7 9.5 11.0 9.4 10.4 11.0 10.7 12.0 11.6 10.7 11.6 11.4 10.8 11.8 "ii'.'f "i'o.'s lO.S 9.4 10.6 11.4 11.9 9.9 11.4 9.7 10.8 11.4 11.2 "liT 11.2 11.8 11.6 11.2 11.9 "ii.g" "ii'T 11.1 11.3 10.0 11.8 10.6 11.5 11.9 10.8 9.2 9.6 11.4 "ll.T 11.2 11.2 11.1 11.1 11.4 9.8 10.9 11.8 12.0 10.3 11.7 10.0 11.1 11.7 11.6 "ii'.'f 11.6 11.9 11.8 11.5 11.9 'iT.'g" "iZs" 11.5 11.6 10.3 11.9 11.2 11.7 12.0 11.1 9.4 10.0 11.7 "i'iF 11.5 11.6 11.4 11.4 11.7 10.2 1873 11.2 1874 12.0 1875 1876 -.. 1877 _ - 1878 10.6 12.0 10.4 1879 11.4 1880 _ - 1881 - 1882 _ 1883 1884 12.0 12.0 12.0 12.0 1885 _ 1886 — 1887 12.0 12.0 12.0 1888 12.0 1889 _ 1890 1891 1892 12.0 1893 1894 _ 1895 11.8 12.0 1896 10.5 f 10.9 12.0 1897 _ 1898 9.5 11.6 9.4 11.1 11.9 10.4 8.8 8.6 10.8 ilT 10.5 10.3 10.6 10.5 10.8 9.8 11.7 10.0 11.3 11.9 10.6 9.0 9.1 11.1 "ii.l" 10.8 10.7 10.8 •10.8 11.1 10.5 12.0 1899 11.7 1900 12.0 1901 1902 11.3 1903 - 1904 9.6 10.4 1905 12.0 1906 1907 _ 1908 12.0 11.8 1909 1910. - 1911.. ...i_ 12.0 11.8 11.8 1912 12.0 6.9 8.6 9.5 10.0 10.4 10.7 10.9 11.2 11.4 11.7 Digitized by Microsoft® 392 Water Powers of Alabama; Second Report. Table Till. — Potential poiver at DamSt 2, 3, and 4 */ entire flow of river could lie utilized, NOTES. (1) This table is of little practical value, but is included to comply with instructionB. (2) The table gives "potential power" of water falling over the dams. Heads at differ- ent stages may be taken from Tables III, IV, and V. (3) Maximum flow of river, 499,000 second-feet at 32.5-foot stage; minimum, 7,000 sec- ond-feet at — 0.76-foot stage. (4) Water falling over a single dam at site of No. 2, with crest constant at 540, gives potential power equal to 6,786,000 horsepower. Theoretical hoisepower. Keading, Florence gauge. Dam No. 2 Dam No. 3 Dam No. 4 Total —0.76 61,305 27,840 31,820 . 110,966 — .70 54,220 29,430 33,640 117,290 — .60 67,660 31,220 35,680 124,460 — .60 60,920 33,210 37,950 132,080 — .40 64,470 36,190 40,240 139,900 — .30 68,910 37,690 43,060 149,660 — .20 72,610 39,770 46,450 167,830 — .00 79,760 43,760 50,000 173,600 1.00 121,320 67,450 77,280 266,050 2.00 168,820 94,900 119,100 382,820 3.00 218,000 124,200 150,840 493,040 4.00 275,680 169,200 200,750 635,630 • 5.00 331,760 194,000 236,950 762,700 6.00 388,850 230,600 280,300 899,760 7.00 463,460 272,850 330,000 1,056,300 8.00 517,300 314,800 369,100 1,201,200 9.00 682,300 360,400 429,000 1,371,700 10.00 646,700 406,700 480,400 1,532,800 20.00 1,291,500 919,250 1,046,700 3,266,460 31.00 1,860,100 1,643,000 1,714,600 5,117,700 32.B0 1,955,500 1,672,800 1.808,500 6,436,800 RELATION OF THE MUSCLE SHOALS PROJECT WITH OTHER PROPOSED ALABAMA PROJECTS. Tallapoosa system. — The final and logical treatment of the entire power situation will doubtless result in the connection of the pro- posed plants on the Tallapoosa River with the Muscle Shoals pro- ject. This combination more than doubles the primary power which can be obtained from Muscle Shoals alone, and creates a power situation which is believed to be unequalled east of the Mississippi River. At Cherokee Bluffs we will build a dam 180 feet high, creating a storage reservoir covering 34,000 acres. The head at this dam will vary from 146 feet to 93 feet, there being 53 feet available storage, which will amount to 50,000,000,000 cubic feet, making this one of the largest storage reservoirs in the country. The area of the watershed above this dam is 3,000 square miles. Diamond-drill borings have been taken at the dam site, proving that foundations are satisfactory. Construction materials are avail- able near the site, sand being found in the river and creek beds in sufficient quantity, aria/^oedsby c|ton:}se»®directly at the dam site. • Pmcer at Musc le Shoals. 393 The reservoir lands have been surveyed and the contour plans for a large part of the area have been prepared. The company now owns about one-tenth of the land required for reservoir purposes and has options on one-third of the remainder. The dam will contain 240,000 cubic yards of concrete and the origi- nal estimate of the cost of the development, exclusive of transmis- sion lines and based on an assuiiied initial installation of 115,000 horsepower, is $5,000,000. The great value of the Cherokee project to the Muscle Shoals project lies in the fact that there is little storage in the reservoirs formed by the proposed dams at Muscle Shoals, and to obtain the greatest utilization of the River flow it will be necessary to run the Muscle Shoals plants constantly. By connection to the Cherokee project, we can carry the base load on the Muscle Shoals plant and carry the peaks on Cherokee plant. Furthermore, by joining these two projects together we can operate the Cherokee project under an abnormal load during the dry months and shut it down com- pletely during the wet months, and at such times the reservoir will be refilling. In other words, the Cherokee project will be a standby plant for the Muscle Shoals plant. Other plants an the Tallapoosa River. — Seven and one-half miles below Cherokee Bluffs is the dam of the Montgomery Light & Water Power Co., where the head of this dam is 40-feet; 3.3 miles below this is the dam of the Tallassee Falls Co., where the head is 60 feet. The total available head between the tail water of the Cherokee Blufifs project and the tail water of the Tallassee Falls plant is 148 feet, and to obtain this it will be necessary to reconstruct the Tallassee Falls and Montgomery Light & Water Power dam sites. It is clear, however, that the draft on the Cherokee reservoir can be used at these two sites to the advantage of Muscle Shoals project. Cherokee Bluffs is 180 miles from Muscle Shoals, and Birming- ham is approximately midway between the two sites. From the diagram on sheet A-3464 it will be seen that at times the Tallapoosa system will be producing 189,000 horsepower.^ As- suming that the bulk of this power will be used by industries at Muscle Shoals, there will be required several double-circuit trans- mission lines connecting these two systems. The possibilities of this combination are summarized as follows : The primary continuous power at Muscle Shoals is 89,000 horse- power, based upon the least flow for any day, and 111,000 horse- power, based upon the lowest mean monthly flow. For combination it is 313 000 horsepo^^^'Z©ifi^MiC63S6#fter cent power produced 394 Water Powers of s\ labama; Second Report. primarily and 40 per cent secondarily, the total commercial output will be 522,000 horsepower, 34-hour, 80 per cent efficiency. The cost of developing the three plants on the Tallapoosa is roughly estimated at $13,000,000. The cost of connecting these plants with the Muscle Shoals plant by transmission lines is $4,000,- 000, total being $16,000,000, or $71.40 per horsepower for the in- creased primary power obtained. Little River project. — The proposed Little River project is 120 miles from Muscle Shoals. It is a storage project and within the Coosa watershed. The reservoir will cover 2,800 acres and the storage will be 4,800,000,000 cubic feet. The area of the water- shed is 119 square miles, and as a stand-by of Muscle Shoals project and the Coosa River project it will be of value. The working head varies from 585 feet to 515 feet. Diagrams A-3536, A-3537 show the amount of power available at Little River in connection with the Muscle Shoals-Tallapoosa system. The cost of Little River project, exclusive of transmission lines, has been estimated at $4,000,000. The company has acquired the reservoir lands and the riparian rights from the Electric Bond & Share Co. The project, while not comparing favorably in cost per horsepower with the other developments, possesses the value of be- ing small, and thus requires less capital for its development than will be required by other projects now being proposed in the State. The following tables show the power available at Muscle Shoals with Cherokee Bluffs as auxiliary when needed, assuming a total of 450,000, 400,000, 350,000, and 300,000, 24-hour, 80 per cent efficiency horsepower, respectively, when river flow will permit. Cherokee Bluffs was only used when the required power could not be obtained at Muscle Shoals., Installations were assumed as large enough to furnish the required power, the storage available at Cherokee Bluffs being used when not exhausted. The period of time covered is from September, 1897, to Decem- ber, 1913, inclusive, this being the time of record for Tallapoosa River flow. The second and third columns in the tables show the number of million horsepower hours obtained from Muscle Shoals and Chero- kee Bluffs, respectively, and the fourth column is a total of the second and third. The fifth column shows the total continuous power in million horsepower-hours on the basis of the lowest half month. The sixth column shows the i)ercentage of the total power which would be continuous. The seventh shows the number of months that 450,000 horsepower, etc., could be obtained. In each table the data is stated for each year, with a summary for the entire period, and also one ^fg}][fieW^y^l^BMdm'^^'''S *"= y^^""' ^^^^- Pmoer at Mu^scle Shoals. 396 450,000 HORSEPOWER. -J9 8| Is en o a cfl oj S-J? 1897 Sept. to Dec., inclusive 1898 Full year. 1899 Full year 1900 Full year 1901 Full year 1902 Full year 1903 Full year 1904 Full year. 1905 Full year 1906 Full year 1907 Full year 1908 Full year 1909 Full year 1910 Full year 1911 Full year 1912 Full year ., 1897-1912, 184 months _ Per cent of time, 70.4. 1897-1912 (except 1904), 172 months... Per cent of time, 73.8. Million H. P. H. 680 3,499 2,864 3,388 3,605 2,964 2,847 2,509 3,334 3,873 3,501 3,140 3,327 3,249 3,038 3,324 48,922 46,413 Million H. P. H. 176 168 227 290 300 224 252 179 243 69 214 239 220 291 239 243 3,574 3,395 Million H. P. H. 756 3,667 3,081 8,678 3,806 3,178 3,099 2,688 3,577 3,942 3,715 3,379 3,647 3,640 3,277 3,667 62,496 49,808 Million H. P. H. 390 2,226 1,330 2,600 2,300 1,616 1,110 1,110 1,610 3,942 2,156 1,280 1,665 1,360 1,630 1,666 17,020 17,020 51.7 60.7 43.2 70.7 60.6 47.7 35.8 41.3 46.0 100.0 68.0 37.9 46.9 38.4 46.7 46.4 32.4 34.2 400,000 HORSEPOWER. 1897 Sept. to Dec., inclusive 1898 Full year 1899 Full year 1900 Full year 1901 Full year 1902 Full year 1903 Full year. 1904 Full year 1905 Full year 1906 Full year 1907 Full year 1908 Full year 1909 Full year 1910 Full year 1911 Full year 1912 Full year 1897-1912, 184 months _ Per cent of time, 76.4. 1897-1912 (except 1904), 172 months... Per cent of time, 79.1. 680 3,256 2,636 3,126 3,214 2,735 2,628 2,436 3,078 3,504 3,209 2,921 3,036 3,030 2,819 3,068 45,273 42,837 176 116 233 267 290 228 258 169 184 216 226 222 253 244 243 3,325 3,156 766 3,372 2,868 3,392 3,504 2,963 2,886 2,606 3,262 3,604 3,426 3,147 3.267 3,283 3,063 3,311 48,598 46,993 390 2,370 1,330 2,600 3,504 1,515 1,110 1,110 1,610 3,504 2,650 1,280 1,666 1,360 1,530 1,655 17,020 17,020 61.7 70.4 46.4 76.7 100.0 61.2 38.6 42.7 49.4 100.0 74.4 40.7 61.2 41.6 60.0 50.0 36.1 37.0 360,000 HORSEPOWER. 1897 Sent, to Dec. inclusive 668 2,921 2,416 2,833 2,913 2,616 2,409 2,320 2,756 3,066 2,902 2,672 2,743 2,787 2,600 2,769 41,181 164 118 241 233 153 232 246 194 179 722 3,039 2,657 3,066 3,056 2,748 2,665 2,514 2,935 3,066 3,066 2,892 2,969 2,977 2,863 2,997 44,222 f®,708 420 2,736 1,330 3,066 3,066 1,706 1,110 1,110 1,610 3,066 3,066 2,015 2,075 2,005 2,225 2,260 17,020 17,020 68.2 90.0 50.1 100.0 100.0 62.0 41.8 44.2 64.9 100.0 100.0 69.8 69.9 67.3 78.1 75.1 38.5 40.8 2 1898 Full vear 11 1899 Full vear . 9 1900 Full year 1901 Full year 12 12 1902 Full year 9 1903 Full year 8% 1904 Full year „ 1906 Full year 6% 10% I'iOR Full vear 12 1907 Full year 164 220 226 190 263 228 3,041 cfiMm 12 1908 Pull year 10 10 11 9 1Q1? Fiill vear 11 165% Percentof time, 84.5. „. ... 1897-1912 (except 1904), nsBigitHSei Per cent of time, 86.7. 149 391S Water Powers of Alahama; Second Report. 300,000 HORSEPOWER. §1 1. If- 1 % § C ED S,-sS Number of months total horsepower is possible. H. P. H. Million 522 2,656 2,179 2,523 2,564 2,278 2,172 2,156 2,428 2,628 2,582 2,400 2,451 2,440 2,381 2.441 36,701 34,646 H. P. H. Million 164 72 229 105 64 212 228 216 183 H. P. H. Million 686 2,628 2,408 2,628 2,628 2,490 2,400 2,372 2.611 2,628 2,628 2,590 2,628 2,618 2,628 2,628 39,199 36,827 H. P. H. Million 420 2,628 1,330 2,628 2,628 1,705 1,645 1,110 2,230 2,628 2,628 2,170 2,628 2,410 2,628 2,628 17,020 19,320 61.2 100.0 65.3 100.0 100.0 68.6 68.6 46.9 85.6 100.0 100.0 83.9 100.0 92.1 100.0 100.0 43.5 62.5 1898 Full year 1899 Full year. 9% 12 12 1900 Full year 1901 Full year 1902 Full year 1903 Full year 10 9 1904 Full year. _ 9% 1905 Full year 1906 Full year 1907 Full year 46 190 177 178 247 187 2,498 2,282 12 1908 Full year 1909 Full year 11 12 1910 Full year 1911 Full year .... 11% 12 1912 Full year. 1897-1912, 184 months 12 170 Per cent of time, 92.4. 1897-1912 (except 1904), 172 months.... Per cent of time, 93.4. 160% The following tables show the power available at Muscle Shoals with Tallapoosa River (Cherokee Bluffs, Montgomery Light & Water Power Co., and Tallassee Falls Manufacturing Co. sites) as auxiliary when needed, assuming a total of 500,000, 450,000, 400,000, and 350,000 24-hour 80 per cent efficiency horsepower, respec- tively, when river flow will permit. Tallapoosa River was only used when the required power could not be obtained at Muscle Shoals. Installations were assumed as large enough to furnish the required power, the storage available at Cherokee Bluffs being used when not exhausted. The period of time covered is from September, 1897, to Decem- ber, 1912, inclusive, this being the time of record for Tallapoosa River flow. The second and third columns in the table show the number of million horsepower hours obtained from Muscle Shoals and Talla- poosa River, respectively, and the fourth column is a total of the second and third. The fifth column shows the total continuous power in million horsepower hours on the basis of the lowest half month. The sixth column shows the percentage of the total power which would be continuous. The seventh shows the number of months that 500,000 horsepower, etc., could be obtained. In each table the data is stated for each year with a summary for the entire period and also one f^r^tjieg^j^re^ripd^^gitting the year 1904. Poicer at Muscle Shoals. 397 500,000 HORSEPOWER. 1897 Sept. to Dec., inclusive.. 1898 Full year 1899 Full year 1900 Full year 1901 Full year 1902 Full year 1903 Full year 1904 Full year.; 1905 Full year 1906 Full year. 1907 Full year 1908 Full year. 1909 Full year 1910 Full year.. 1911 Full year.. 1912 Full year.. 3| 1897-1912, 184 months Per cent of tizne, 78. 1897-1912 (except 1904), 172 months.. Per cent of time, 81.8. Million H. P. H. sso 3,681 3,045 8,632 3,798 3,138 3,066 2,682 3,683 4,238 3,765 3,369 3,591 3,468 3,257 3,661 62,334 49,752 3 , C "S ^ S-» 8g B » o H H g PhBB Million 1 Million H. P. H. H. P. H. 396 976 375 4,056 660 3,696 686 4,318 682 4,380 561 3,689 574 3,640 460 3,042 630 4,113 142 4,380 504 4,26a 536 3,896 536 4,126 612 4,080 666 3,823 668 4,219 8,266 60,600 7,806 57,558 Million H. P. H. 444 2,448 1,428 3,636 4,380 1,692 1,248 1,176 1,752 4,380 3,048 1,356 2,388 1,644 1,666 2,628 18,032 19,136 46.6 60.4 39.7 84.3 100.0 46.9 34.3 38.7 42.7 100.0 71.6 34.8 68.0 40.3 43.3 62.3 29.7 33.3 f4i _5 J5 p, to §Si2 o, ago Z g.c.2 1 9% 8% 11 12 8% 8H » 12 11 9% 10 10 8% 10 143% 140% 450,000 HORSEPOWER. 1897 Sept to Dec., inclusive... 1898 Full year _ 1899 Full year _ 1900 Full year 1901 Full year 1902 Full year 1903 Full year. 1904 Full year _ „_ 1905 Full year. __ 1906 Full year. 1907 Full year...._ 1908 Full year 1909 Full year.. 1910 Full year- 1911 Full year.. 1912 Full year.. 1897-1912, 184 months.. Per cent of time, 84. 1897-1912 (except 1904), 172 months.... Per cent of time, 87.3. 680 3,499 2,864 3,388 3,605 2,964 2,847 2,609 3,334 3,873 3,601 3,140 3,327 3,249 3,038 3,324 48,922 46,413 395 305 526 554 437 517 573 465 475 69 441 553 505 578 574 534 7,501 7,036 976 3.804 3,380 3,942 3,942 3,471 3,420 2,974 3,809 3,942 3,942 3,693 3,832 3,827 3,612 3,868 66,423 63,449 444 2,604 1,428 3,942 3,942 2,004 1,692 1,176 2,350 3,942 3,942 1,356 2,644 2,016 2,352 1,920 .18,032 20,424 46.6 68.6 42.2 100.0 100.0 57.8 49.5 39.5 61.4 100.0 100.0 36.7 66.5 62.6 66.2 49.8 32.0 1% 10% 9 12 12 9 9 4% 11 12 12 10% 10% 10% 9 11% 154% 160 400,000 HORSEPOWER. 1897 Sept. to Dee., inclusive.. 1898 Full year 1899 Full year 1900 Full year _ 1901 Full year 1902 Full year 1903 Full year. 1904 Full year 1905 Full year 1906 Full year 1907 Full year 1908 Full year _ 1909 Full year 1910 Full year 1911 Full year 1912 Full year 1897-1912, 184 months . 6,074 Per cent of time, 91.1. 1897t1912 (except 1904), 172 months.. Per cent of time, 93.4. _ ^ Diyilized by Microsoft® 580 3,256 2,635 3,125 3,214 2,735 2,628 2,436 3,078 3,604 3,209 2,921 3,035 3,030 2,819 3,068 45,273 42,837 ■ 383 248 533 379 290 625 559 479 402 295 502 469 474 579 436 6,553 963 3,604 3,168 3,504 3,604 3,260 3,187 2,916 3,480 3,604 3,504 3,423 3,504 3,604 3,398 3,604 61,826 48,911 444 3,504 1,428 3,604 3,604 2,004 1,884 1,176 2,928 3,504 3,604 2,532 3,604 3,504 2,662 3,504 18,032 20,424 46.2 100.0 45.1 100.0 100.0 61.5 69.2 40.3 84.2 100.0 100.0 74.0 100.0 100.0 78.0 100.0 34.8 41.8 2% 12 10 12 12 10 9% 7 11% 12 12 11 12 12 10 12 167% 160% 398 Water Powers of Alabama; Second Report. 350,000 HOESEPOWER. u 1 If si 1. III Number of months total horsepower is possible. 1897 Sept. to Dec., inclusive Million H. P. H. 668 2,921 2,416 2,833 2,913 2,516 2,409 2,320 2,756 3,066 2,902 2,672 2,743 2,787 ' 2,600 2,769 41,181 38.861 Million H.P.H. 369 146 623 233 153 516 621 604 310 164 394 323 279 466 297 6,196 4.692 Million H. P. H. 927 3.066 2.939 3,066 3,066 3,031 2,930 2,824 3,066 3,066 3,066 3,066 3,066 3,066 3,066 3,066 46,377 43,663 Million H.P.H. 640 3,066 1,548 3,066 3,066 2,232 1,980 1,176 3,066 3,066 3,066 3,066 3,066 3,066 3,066 3,066 18,032 23,736 69.1 100.0 62.7 100.0 100.0 73.6 67.6 41.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38.9 64.4 s 1898 Full year 1899 Full year _ 12 11 1900 Pull year. _ 1901 Full year 12 12 1902 Full year . . _.. 11% 10% 12 1903 Full year 1904 Full year _ 1905 Full year. _ 1906 Full year 1907 Full year 12 1908 Full year .... 1909 Full year 12 12 1910 Full year 12 1911 Pull year 12 1912 Full year 12 1897-1912, 184 months 177% 168 Per cent of time, 96.6. 1897-1912 (except 1904), 172 months.... Per cent of time, 97.7. The following tables show the power available at Muscle Shoals, with Tallapoosa River (Cherokee Bluffs, Montgomery flight & Water Power Co., and Tallassee Falls Manufacturing Co. sites) and Little River as auxiliaries when needed, assuming a total of 500,000, 450,000, 400,000, and 350,000, 24-houT, 80 per cent effici- ency horsepower, respectively, when the river flow will permit. The auxiliaries were only used when the required power could not be obtained at Muscle Shoals. Installations were assumed as large enough to furnish the required power, the storage available at Chero- kee Bluffs and Little River being used when not exhausted. The period of time covered is from September, 1897, to Decem- ber, 1913, inclusive, this being the time of record for Tallapoosa River flow. The record of Little River flow started January 1, 1906. Flow data used for Little River before that time were ob- tained from Riverside records on the Coosa River and a curve of comparison of Coosa and Little River flow for 1906 to 1913, inclu- sive. The second, third, and fourth columns in the tables show the num- ber of million horsepower-hours obtained from Muscle Shoals, Tal- lapoosa River, and Little River, respectively, and the fifth is a total of the second, third, and fourth. The sixth column shows the total continuous power in million horsepower-hours on the basis of the lowest half month. The seventh column shows the percentage of the total power which would be continuous. The eighth shows the number of months th^J^^^OOg hoy^s^e^-^ etc., could be obtained. In each table the data are stated tor each year, with a summary for the entire period, and also one for the entire period, omitting the Power at Muscle Shoals. 399 500,000 HORSEPOWER. as Eh« 3 , B a M 3 r- H H o UtsS Million Millfon H. P. H. H. P. H. 1,039 444 42.7 4,083 2,604 63.8 3,660 1,428 39.0 4,380 4,380 100.0 4,380 4,380 100.0 3,764 1,692 45.2 3,705 1,248 33.7 3,061 1,176 38.4 4,180 1,980 47.4 4,380 4,380 100.0 4,335 3,288 76.0 3,961 1,476 37.3 4.200 3,156 75.2 4,147 2,412 68.2 3,899 1,824 46.8 4^289 3,396 79.2 61,463 18,032 29.4 68,392 19,136 32.8 ssg» I Million H. P. H. 1897 Sept. to Dec, inclusive 580 1898 Full year _.. 3,681 1898 Full year 3,045 1900 Full year 3,632 1901 Full year 3,798 1902 Full year 3,138 1903 Full year 3,066 1904 Full year 2,682 1906 Full year _.... 3,583 1906 Full year 4,238 1907 Full year _. 3,765 1908 Full year 3,359 1909 Full year 3,591 1910 Full year 3,468 1911 Full year....- 3,267 1912 Full year 3,661 1897-1912, 184 months 52,334 Per cent of time, 79.7. 1897-1912 (except 1904), 172 months Per cent of time, 83.5. 49,752 Million H. P. H. 395 375 660 686 682 651 674 460 630 142 504 636 535 612 666 668 !,266 7,806 Million H. P. H. 64 27 66 66 74 67 76 70 853 834 450,000 HORSEPOWER. 1897 Sept. to Dec., inclusive 580 396 64 1,039 444 42.7 1% 1898 Full year 3,499 306 27 3,831 2.628 68.7 11 1899 Full year _ 2,864 626 66 3.446 1.428 41.4 9 1900 Full year . ' ...... 3,388 564 3,942 3,942 100.0 12 1901 Full year 3,605 437 3,942 3,942 100.0 12 1902 Full year 2,954 517 66 3,537 2,004 66.7 9 1903 Full year _.. 2,847 673 66 3,486 1,884 64.1 9 1904 Full year 2,609 465 18 2,992 1,176 39.3 4% 1905 Full year 3,334 476 66 3,874 3,120 80.6. 11 3,873 3,601 3,140 69 3,942 3,942 100.0 12 1907 Full year 1908 Full year 441 3,942 3,942 100.0 12 653 66 3.758 2,256 60.1 10% 1909 Full year _. 3,327 606 74 3,906 8,616 90.0 11 1910 Full year 3,249 3,038 678 574 67 76 3,894 3,688 3,662 2,376 91.3 64.4 10% 1911 Full year 9% 1912 Ful) year. 3,324 534 64 3,922 3,466 88.1 11% 1897-1912, 184 months 48,922 7,601 718 67,141 18,032 31.6 166 Per cent of time, 84.8. 1897-1912 (except 1904), 172 months - 46,413 7,036 700 54.149 20.424 37.8 151% Per cent of time, 88.2. 400.000 HORSEPOWER. 1897 Sept to Dec., inclusive 1898 Full year. _.... 1899 Full vear 680 3,266 2,635 3,125 3,214 2,735 2,628' 2,436 3,078 3,504 3,209 2,921 3,035 3,030 2,819 3,068 45,273 /"Ifffi'Sfe 383 248 533 379 290 625 669 479 402 '296'" 602 469 474 579 436 6,653 66 1,028 3,604 3,232 3,604 3,504 3,321 3,262 2,933 3,604 3,504 3,604 3.488 3.504 3.604 3.471 3.604 62,261 ¥©.328 608 3,604 1,648 3,604 3.504 2.004 1.992 1.176 3.604 3.604 3.504 3.132 3.504 3.504 3.168 3.604 18.032 23,736 69.2 100.0 47.9 100.0 100.0 60.4 61.4 40.1 100.0 100.0 100.0 89.7 100.0 100.0 91.4 100.0 34.6 48.2 3 12 64 10 1QnO "Piill vAar 12 1901 Full year — 1902 Full vear 12 61 66 18 24 10% 1903 Full year 10 1904 Full year 7 1906 Full year 12 12 12 66 11% 1Qf)m U. S. Census, 1900. fFrom report of probate judge. 426 Water Powers of Alabama; Second Report. Water poivers in Alabama, by counties — Continued. Horse- power. Sam Mardis, Blountsvllle, Flour and grist mill 60 Jno. H. Donahoo & Geo. W. Darden, Rosa, Lumber and timber 20 BULLOCK COtiNTY. Brooks's mill, Mascotte, Flour and grist mill 6 Union Springs waste mill, Union Springs, Flour and grist mill 15 Chappell's gristmill. Union Springs, Flour and grist mill 10 D. H. Mason (McBrides Creek), Indian, Lumber, gin, and grist 20 Chas. Radford (Conecuh Creek),* Union Springs, Gristmill 10 BUTLER COUNTT.t John W. Halso, Pigeoncreek, Flour and grist mill 10 Glen Graham, Pontus, Flour and grist mill 6 The Four-mile mill, Greenville, Flour and grist mill 10 The N. M. Rhodes Mill and Mercantile Co., Shell, Flour, grist, and lumber mill ,.. 50 Mrs. M. E. Crane, Monterey, Flour and grist mill 15 Rouse & Whiddon, Greenville, Flour and grist mill 50 CALHOUN COUNTY. Joseph Francis* Cane Creek, Flour and grist mill 50 Richey's mill* Jacksonville, Flour and grist mill 20 Canada gristmill,* Womack, Flour and grist mill 16 Coldv^ater mills,* Coldwater, Flour and grist mill 20 Read's mill,* Reads, Flour and grist mill 60 Luther Barton,* Piedmont, Flour and grist mill 20 W. F. McCulley,* Oxford, Flour and grist mill '"~^Z 20 A. JMcCurdy,* Whiteplains, Flour and grist mill 34 Morris's griStmill,* MorrisvlUe, Flour and grist mill 18 NIsbet's mill,* Jacksonville, Flour and grist mill 30 James A. Weatherly,* De Armanville, Flour and grist mill .' 8 Wood Milling Co.,* Ohatehee, Flour and grist mill..... '_.l_\ 26 Davis & Henderson,* Piedmont, Flour and grist mill.. 24 Hendou's gristmill,* Ironcity, Flour and grist mill """"".!."" 10 Hughes's sawmill,* Oxford, Lumber and timber mill 95 F. M. Whiteside (Choccolocco Creek). t Whiteplains 25 "or 30 Downing & Morris (Choccolocco Creek ),t Choccolocco 50 J. T. De Arman (Choccollocco Creek ).t Annlstou " 15 W. E. Mellon (Choccolocco Creek ).t Oxford 40 Lee's mill (Choccolocco Creek). t Oxford 30 T. G. Slaughter (Choccolocco Creek), f Oxford.."..""^ 15 J. H. Savage (Terrapin Creek), f Anniston. 20 J. H. Savage (Terrapin Creek ).t Anniston 20 Frank Aderhold (Nances Creek ),t Ladiga 20 John Ramagnand (Champion Creek ),t Jacksonvilie 15 James Crook (Tallaseehatchee Creek ),t Jacksonville 10 W. J. Edmondson (Tallaseehatchee Creek), t Anniston SO W. A. Prickett (Tallaseehatchee Creek), t Alexandria 10 Beaty Estate (Tallaseehatchee Creek ),t Alexandria SO Peter Heifner (Tallaseehatchee Creek ).t Alexandria in James Aderhold (Ohatehee Creek), f Reads oX Pleas. Martin (Ohatehee Creek), t Peekshill ok C. J. Wood (Ohatehee Creek ).t Jacksonville on wm. Thompson (Ohatc ft ^.^^.^^ ^^ iap i^^^z z::;::::;:;;;;;:;;;::;: 'I C. J. Wood (Ohatehee Creek ).t Jacksonville' Thompson (01'atl>at« Judse. Partial List of Utilised Water Potoers. 435 Water powers in Alabama, hy counties— Continued. Horse- power Paint Rock Milling Co., Paintrock, Flour and grist mill 8 Reid & Prince, Estillfork, Flour and grist mill 20 David H. Starkey, Kosh, Flour and grist mill 8 SUork mills, Hollywood, Flour and grist mill 60 Cagle mill, Oakley, Flour and grist mill /. 12 John Thomas, Pisgah, Flour and grist mill 20 Martin Walker, Trenton, Flour and grist mill 40 James P. Williams, Trenton, Flour and grist mill 20 John A'. Wheeler, Pisgah, Flour and grist mill 20 Charles W. Brown, Glenzaida, Lumber and timber mill 25 J. N. Gonce, Anderson, Lumber and timber mill 20 Melton Morris, Daugherty, Lumber and timber mill 12 David M. Starkey. Kosh, Lumber and timber mill 20 Tomon shingle mill. Culver, Lumber and timber mill 10 JEFFERSON COUNTY.* J. M. Landrum, Pinson, Flour and grist mill 20 John Lowery mill, Gary, Flour and grist mill 12 Hendon's corn mill, Trussville, Flour and grist mill 10 Posey's mill, Morris, Flour and grist mill 20 James W. Raney, Ezra, Flour and grist mill 35 William B. Rogers, Toadvine, Flour and grist mill 32 6. W. Underwood, Argo, Flour and grist mill 15 William J. Wedgworth, Cardiff, Flour and grist mill 10 W. W. Woodruff, Adamsville, Flour and grist mill 8 W. M. Self, Oneonto, Flour and grist mill 15 William M. Phillip, Greene, Flour and grist mill 40 Morris's mill. Ensley, Flour and grist mill 10 Hurst & Johnson, Pinson, Lumber and timber mill 18 James W. Raney, Ezra, Woolen goods 35 LAMAR COUNTY. John H. Cantrell,* Pharos, Flour and grist mill 15 Claborn E. Carter,* Detroit, Flour and grist mil -. 12 Kirk's mill (Yellow Creek,* Sizemore, Flour and grist mill 8 Mote's mill (Beaver Creek,* Guin, Flour and grist mill 6 John T. Moore (Yellow Creek),* Vernon, Flour and grist mill 35 W. H. Miller (Luxapallila Creek),* Millport, Flour and grist mill 20 Stanford mills,* Detroit, Flour and grist mill 12 S. B. Thomas,* Areola, Flour and grist mill 10 Lafayette J. Hayes,* Molloy, Lumber and timber mill 15 Hiram Hollis.* Vernon, Lumber and timber mill 35 Dr. Wm. H. Kennedy,* Kennedy, Lumber and timber mill 50 S. B. Thomas,* Areola, Lumber and timber mill 15 J. O. Kennedy,! Kennedy, Mill and gin J. W. Thomas, Jr. (Mills Creek), t Alfred, Gin, saw, and grist mill W. M. Thomas (Mills Creek ),t Alfred, Gin, saw, and grist mill Osborn & Hill (Yellow Creek), t Blowhom, Gin, saw, and grist mill D. M. Hollis (Beaver Creek), t Beaverton, Gin, saw, and grist mill B. G. Boman (Yellow Creek),* Vernon. Gin, saw, and grist mill A. A. Mathews (Yellow Creek),* Areola, Gin, saw and grist mill W. L. Morton (Yellow Creek),* Vernon, Gin, saw, and grist mill Penning Bros.,* Baxter, Gin, saw, and grist mill ♦From U. S. Census, 1900. fFrom report of probate judge. Digitized by Microsoft® 436 Water Powers of Alabama; Second Report. Water powers in Alabama, hy counties — Continued. LAUDERDALE COUNTY.f Horse- Power. William M. Thornton, Rogersville, Flour and grist mill 20 James A. Bevis, Tlireet, Flour and grist mill : 8 Jessie J. Bevis, Kendell, Flour and grist mill 6 George M. Brettierick, Hines, Flour and grist mill 24 Isa B. Eastep, Eastep, Flour and grist mill 8 Ingram Brothers, Anderson, Flour and grist mill 8 Thomas D. Pruitt, Pruitton, Flour and grist mill..'. 24 Sharpe's mill, Florence, Flour and grist mill 40 Nancy Williams, Lexington, Flour and grist mill 20 H. N. Call, Reserve, Flour and grist mill 18 Chandler & Chittam, Oliver, Flour and grist mill 20 'LAWRENCE COUNTY. Burrell & Casteel.f Progress, Flour and grist mill 10 George's mill.t Leighton, Flour and grist mill 18 Jones's estate,! Kinlock, Flour and grist mill 10 Kerby's mill,t Avoca, Flour and grist mill 16 Thomas, Oliver,! Hatton, Flour and grist mill 16 John S. Stephenson & Co.,t Kinlock, Flour and grist mill 27 Wesley L. Stover.f Crow, Flour and grist mill 15 Terry & Terry,t Courtland, Flour and grist mill , 20 Wallace mill,t Avoca, Flour and grist mill .'....; 10 W. M. Willingham,t Camp Spring, Lumber and timber mill 1 H. C. McClannaher (Town Creek),* Mount Hope, Gristmill John S. Stephenson (Sipsey River),* Moulton, Flour and gristmill _.... Ben P. Masterson (Nances Creek),* Moulton, Gristmill W. G. Hamilton (Nances Creek),* Pitt, Gristmill J. M. Key (Bushey Creek),* Pool, Gristmill W. L. Stover (Flint Creek),* Oakville, Flour and grist mill B. A. Casteel (Flint Creek), Sewickley, Flour and grist mill LEE COUNTY. Shelton's mill,t Opelika, Flour and grist mill.. 40 Floyd mill.t Opelika, Flour and grist mill. „ . _ 10 George W. McKinnon,t Yale, Flour and grist mill 24 Vaugh mill,t Loachapoka, Flour and grist mill 20 N. G. Macon (Reed Creek), f Loachapoka, Flour and grist inili 30 W. O. Moore,t Auburn, Flour and grist mill 40 W. K. Meadows (Halawoehee Creek ),t Hattie, Flour and" grist' mili 36 James Crosby.t Osanippa, Flour and grist mill 15 Benjamin F. Stripling't Yale, Lumber and timber 20 W. W. Wright (Chewacla Creek), Auburn, Not In use "now W. W Wright & Geo. P. Harrison ( Saugahatchee Creek ),*"opeiika H. J. SpratUng (Frazer Creek),* Opelika, Gristmill 25 B. F. Meadows (Halawoehee Creek),* Opelika, Gristmill....;"."."!".".".;;.""."" 40 LIMESTONE COUNTY. Weatherford Bros.,t Elkmont, Flour and grist mill r Carter's mill,t Athens, Flour and grist mill 10 Dupree & Stepp,t Mount Rozell, Flour and grist mili 2? Haye's grlstmill,t Mooresville, Flour and grist mill 7k T. M. Hoimes,f Elkmont, Flour and grist mill ;;;;.;;;;;;;;;;;;;;;;; 12 •From U. S. CensusfJJ-pj^ec/ by M;CAtfee*®Port of probate judge. Partial List of Utilised Water Powers. ^ 'Wate7' powers in Alahama, 'by counties — Continued. Horse- Power. John M. Head,t Pettusville, Flour and grist mill 8 Nancy Haney.t Legg, Flour and grist mill 20 Edward G. Hampleton.f Goodsprings, Flour and grist mill 15 Thomas D. Hastings,t Elkmont, Flour and grist mill 5 James L. Lamar,t Goodsprings, Flour and grist mill 8 Eugene Parham (Piney Creek ),t Athens, Flour and grist mill 8 M. A. Phillips,* Shoalford, Flour and grist mill 12 Ripley's mill,* Ripley, Flour and grist mill 15 George Vassar,* Lax, Flour and grist mill 8 Witty's Mill (Birds Branch),* Athens, Flour and grist Inlll 15 William J. Woodfin,* Pettusville, Flour and grist mill 15 Pioneer mill,* Mount Rozell, Flour and grist mill 20 A. P. Andrews,* Elkmont, Flour and grist mill 8 William N. Webb,* Elkriver Mills, Flour and grist mill 12 Baker's mill,* Elkriver Mills, Flour and grist mill 8 Allison Miller,* Rowland, Flour and grist mill 10 Grlsham Bros.,* Elkriver Mills, Lumber and timber 40 Grisham Bros.,* Elkriver Mills, Carriages and wagons 40 L. C. Hightower (Big Ch-eek),! Elkriver Mills, Saw, flour and grist mill Wm. Bailey (Big Creek), t Quidnunc, Flour and grist mill J. W. Carter (Big Creek ),t O'Neal, Gin, flour, and grist mill M. J. Witty (Birds Branch), t Athens, Flour and grist mill J. C. Vaughn (Sulhpur Creek), t Elkmont, Gin, flour, and grist mill R. B. Malone (Sluhprus Creek ),t Athens, Gin, flour and grist mill Wm. Woodfln (Bagsdale Creek ),t Elkmont, Gin, flour and grist mill J. W. Carter (Panther Creek ),t Carter, Gin, flour and grist mill John Carroll (Leslie Creek ),t Centerhill, Gin, flour and grist mill Wm. Davidson (Limestone Creek ),t Lax, Gin, flour and grist mill R. M. Clem (Piney Creek), t Fairmount, Gin, flour and grist mill Eugene Parkam (Piney Creek), t Athens, Gin, flour and grist mill W. M. Hayes (Limestone Creek ),t Mooresville, Gin, flour and grist mill W. H. Roberts (Sugar Creek ),t Athens, Gin, flour and grist mill W. H. Marbut,t Goodsprings, Gin, flour and grist mill LOWNDES COUNTY. G. B. Holley,* Lowndesboro, Flour and grist mill 10 W. N. Bozeman,t Benton, Gin and mill MADISON COUNTY.* Fannie J. Ridley, Haden, Flour and grist mill 8 D. L. Middleton water mill, Gurley, Flour and grist mill 20 Delop's mill, Dan, Flour and grist mill 8 Hardy Keel water mill, Gurley, Flour and grist mill 15 Annie M. Taylor, Hazelgreen, Flour and grist mill 8 Bell Factory mill, Huntsville, Flour and grist mill 25 Key's mill, Keysmill, Flour and grist mill 28 William S. Russell, Madison Station, Flour and grist mill 12 Chas. F. Rountree, Maysville, Flour and grist mill 15 William S. Garvin, Monrovia, Flour and grist mill 15 A. D. & W. E. Rogers, Newmarket, Flour and grist mill 60 Butler Mill Co., Poplarridge, Flour and grist mill 30 Payne & Miller, Huntsville, Flour and grist mill 30 Martin's gristmill, Huntsville, Flour and grist mill 15 H. C. Turner, Dan, Lumber and timber 16 Dail y 'Mercury, Huntsville, Printing and publishing 6 ♦From report of pr®ji^'/}Z^ by MlCrOSOl^"'" U- ^- Census, 1900. 438 Water Powers of Alabama; Second Report. Water powers in Alabama, tiy counties — Continued. MACON COUNTT.f Horse- Power. H. H. Robinson, Loachapoka, Flour and grist mill 4 M. W. Glass, Societyliill, Flour and grist mill 8 J. O. H. Perry, Tuskegee, Flour and grist mill 20 MARION COUNTY. The Carter mill,* Vv, Flour and grist mill 5 Bexar Mercantile Co.,* Bexar, Flour and grist mill 8 Eads & Fowler,* Glenallen, Flour and grist mill 12 The Boatwrlght mill,* Inez, Flour and grist mill 12 Samuel A. & Wm. V. Read,* Eldridge, Flour and grist mill 20 Jasper N. Green & Sons,* Brilliant, Flour and grist mill 20 Elishu Vickery,* Winfield, Flour and grist mill 16 The Shirley mill,* Ur, Flour and grist mill 10 Jesse G. Poe,* Bearcreek, Flour and grist mill 6 Bull, Atkins & Donaldson,* Haleysville, Flour and grist mill 52 Buttahatchee Mill Co.,* Haleysville, Lumber and timber 52 John Cumeus,* Haleysville, Lumber and timber 12 Kelly sawmill,* Haleysville, Lumber and timber 15 Jobn R. Phillips,* Bearcreek, Lumber and timber 50 Simon W. Moss,* Winfield, Lumber and timber 36 The Powell Mill and Wool Carder,* DufCey, Woolen goods 50 Albert J. Hamilton (Williams Creek ),t Hamilton, Flour and grist mill W. C. Gann (Sipsey Creek ),t Bexar, Flour and grist mill Q. Northington (Sipsey Creek ),t Hamilton, Flour and grist mil Crane & Riggs (Sipsey Creek ),t Delhi, Flour and grist mill T. L. Shotts (Bull Mountain Creek),t Shottsville, Flour and grist mill I. J. Loyd (Bull Mountain Creek), t Bull Mountain, Flour and grist mill D. F. Ballard (Williams Creek), t Hamilton, Flour and grist mill James P. Pearce, Buttahatchee River ),t Pearces Mills, Flour and grist mill James P. Pearce (New River ),t Texas, Flour and grist mill J. C. Carter (Woods Creek), f Elmira, Flour and grist mill James Young (Cantrell Mill Creek), t Hamilton, Flour and grist mill.... W. J. Wright (Barnesville Mill Creek ),t Barnesville, Flour and grist mill _ Henry Guin,t Guin, Flour and grist mill Tucker Moss (Luxapallila Creek ).t Winfield. Flour and grist niili""." D. G. Morrow (Woods Creek ),t Elmira, Flour and grist mill MARSHALL COUNTY. J J. M. Ellison, Preston, Flour and grist mill 4 Mathis mill, Albertville, Flour and grist mill 10 James B. Powell, Columbus City, Flour and grist mill.. . 4 James F. Prentice, Arab, Flour and grist mill 7 P. C. Ragsdale, Uniongrove, Flour and grist mill 10 James P. Smith, Warrenton, Flour and grist mill 10 Scott's mill. Friendship, Flour and grist mill 8 John D. Sumers. Boaz, Flour and grist mill 15 Lakey mill, Bartlett, Flour and grist mill 10 George E. Whisnant & Son, Oleander, Flour and grist mill" 10 I. G. Gross, Columbus City, Flour and grist mill... "' 12 Walker & Fowler mills, Friendship, Flour an d grist mill .""""....""1"!!! 20 •From U. S. Censu., 1900. „; W«m r=.ort «£ .robate.i,d«e. tProm U. S. Census. DigWzWS^n\^fd-Bmi^^ Partial List of Utilized Water Potcers. 439 Water potcers in Alaliama, hy counties — Continued. Horse- Power, William J. Copelan, Diamond, Flour and grist mill 5 James Wm. Barclay. Woodville, Flour and grist mill 10 The Winston mill, Meltonsville, Flour and grist mill 12 W. G. Smith Estate. Sidney, Flour and grist mill 10 Jas. M. Selvage, Grant, Flour and grist mill 4 MARENGO COUNTY.* Rhodes mill, Sweetwater, Flour and grist mill 12 MOBILE COUNTY.* N. Q. Thompson, Citronelle. Flour and grist mill 10 H. Brannan & Son, Pierce, Lumber and timber 30 T. A. Hatter & Son, Creola, Lumber and timber 7.5 Littleton Lee, Pierce, Lumber and timber 60 MONROE COUNTY.* J. B. Solomon, Manistee, Flour and grist mill 15 James H. Simpson, Mexia, Flour and grist mill 10 Benjamin Johnson, Hollinger, Flour and grist mill 15 Andrew Bohanon, Franklin, Flour and grist mill 15 David J. Hatter & Son, Wait, Lumber and timber 60 David J. Hatter & Son, Wait, Lumber and timber 20 C. C. Yarbrough, Monroeville, Lumber and timber 20 MONTGOMERY COUNTY.* Daniel's mill. Sellers, Flour and grist mill 2.5 Montgomery cotton mill, Montgomery. Cotton goods 35 MORGAN COUNTY.* Sarah M. McOutcheon, Briscoe, Flour and grist mill 10 PERRY COUNTY. Henry C. Nichols (Dobynes Creek),* Theo, Flour and grist mill 20 Mary G. Wallace,* Marion, Flour and grist mill 4 Hodger's mill,* Newbern, Flour and grist mill 15 W. F. Moore,* Marion, Flour and grist mill 4 Downey's sawmill,* Greensboro, Lumber and timber 15 Stevenson's saw and water mills,* Newbern, Lumber and timber 20 Lucinda Washburn (Taylors Creek).* Jericho. Lumber and timber 18 W. T. Downey (Limestone Creek). t Folsom, Gristmill 6 James Wallace (Legroane Creek ),t Jericho, Gristmill 8 Dr. J. B. Tucker (Taylors Creek), t Jericho. Gristmill 6 Lucinda Washburn (Taylors Creek ),t Jericho, Gristmill 8 S. M. Boiling (Branch of Oakmulgee Creek ),t Pinetucky. gristmill 8 C. C. Cosby (Oakmulgee Creek ),t Perry ville. Gristmill 8 Thomas J. Fountain (Little Creek ),t Oakmulgee, Gin, saw and grist mill : 8 Pann Patterson (Little Creek), f Oakmulgee, Gin, saw and grist mill.. 8 Sarah Fountain (Little Creek), f Oakmulgee. Gin. saw, and grist mill 8 Thaddeus Smith (Little Creek). t Active. Gristmill 8 W. M. Eiland (Fords Mill Creek). t Marion. Gristmill 20 J. F. Mort on (Potato Patch Creek), t Levert, Gristmill.. 6 •From U. S. CensuQ IQiMZed by MiCrqmM^epoTt of probate judge. 440 Water Powers of Alabama; Second Report. Water powers in Alabama, by counties — Continued. Horse- Power. Elijah Smith (Beaver Creek), Bliss, Gristmill 6 Noah Coker (Beaver Dam Creek), f Bethlehem, Gristmill 6 W. A. Fouutain (Oakmulgee Creek ),t Oakmulgee, Rice mill 10 PICKENS COUNTY. Eichardson & Prlchards, Coalflre, Flour and grist mill :. 25 James JluUenix, Gordo, Flour and grist mill 6 H. B. & A. W. Latham, Carrollton, Flour and grist mill 12 Slaughter's mill, Raleigh, Flour and grist mill 16 W. A. Kerr, Reform, Lumber and timber 10 PIKE COUNTT.* M. J. Toungblood, Youngblood, Flour and grist mill 110 William F. Ingram, Josie, Flour and grist mill , 20 Nancy Cotton (Cotton's mill), Milo, Flour and grist mill 12 Ely Dees & J. D. Murphee, Pronto, Flour and grist mill 20 George W. King, Goshen, Flour and grist mill 30 The Lewis mill, Rodney, Flour and grist mill 24 McQuaggis mill, Ansley, Flour and grist mill 15 George F. Williams, Tatum, Flour and grist mill 4 Slatting's gristmill, Henderson, Flour and grist mill 25 P. A. Motia, Wingard, Flour and grist mill 8 Bowden & Daughtry, Tennille, Flour and grist mill 16 William E. Brown, Josie, Flour and grist mill 10 G. B. Howard, Goshen, Flour and grist mill 20 RANDOLPH COUNTY.* W. W. Dobson, Wedowee, Flour and grist mill 20 J. H. White & Z. N. Lipham, Clack, Flour and grist mill 11 Mrs. Georgia Gibbs, Wedowee, Flour and grist mill 10 Giles mill. Ofelia, Flour and grist mill 10 Eppie M. White, Bemice, Flour and grist mill 5 Larkin & M. B. Taylor, Lamar, Flour and grist mill 8 Joseph B. Taylor, Roanoke, Flour and grist mill 24 Owins mill, Potash, Flour and grist mill 15 Rogers mill, Ofelia, Flour and grist mill '_ 8 C. A. Prescott, Wedowee, Flour and grist mill '_,. 20 H. A. Merrill, Lamar, Flour and grist mill ""~" 6 Elizabeth H. Merrill, Mlcaville, Flour and grist mill "." ... 12 J. E. McCosh & Co., Lime, Flour and grist mill "" 40 William S. JleCarley, Graham, Flour and grist mill 20 John H. Landers, Lofty, Flour and grist mill g Edward Lavoorn, Flour and grist mill "^ g Thomas J. Lavoorn, Hawk, Flour and grist mill ' 16 Thomas J. Lavoorn, Sr., Newell, Flour and grist mill g James L. & John T. Kaylor, Kaylor, Flour and grist mili 60 Henry C. Jordan, Clack, Flour and grist mill 6 J. B. Hammond, Sewell, Flour and grist mill g T. M. Halaway, Tolbut, Flour and grist mill " 15 Robert H. Harris, Louina, Flour and grist mill 15 Dock Huckaby, Almond. Flour and grist mill.... 10 HoUey's mill, Rock Mills, Flour and grist mill.... 30 E. C. Heaton, Hawk, Flour and grist mill 10 Partial List of Utilized Water Powers. 44i ^Vatcl• powers in Alabama, hy counties— Continued. Horse- William X. Gladney, Roanoke, Flour and grist mill ^12 A. B. East, Christiana, Flour and grist mill - '-^ Adamson & Edwards's mills, Ofelia, Flour and grist miil 'H Bailey Mill, Haywood, Flour and grist mill 12 F. P. Parker, Foresters Chapel, Flour and grist mill 10 John C. Murphy. Gay, Flour and grist mill 2 E. L. Pool, Happyland, Flour and grist mill 20 James JI. Kitchens, Rockdale, Flour and grist mill 8 James H. Wright, Jeptha, Flour and grist mill 12 Adamson & Edwards, Ofelia, Lumber and timber 40 William W. Brooks, Lofty, Lumber and timber 15 William A. Camp, Almond, Lumber and timber 10 James L. & John T. Kaylor, Kaylor, Lumber and timber 20 H. H. Stephens, Pencil, Lumber and timber 20 Samuel H. Striplin, Roanoke, Leather, tanned, curried, and finished 6 Wehadkee cotton mills. Rock Mills, Cotton goods 108 RUSSELL COrXTT. Davis's mill,* Crawford, Flour and grist mill 20 H. R. Dudley,* Seale, Lumber and timber 40 E. M. Anderson (Watermelon Creek ),t Seale, Grist mill and gin 20 SHELBY COUKTY.* W. C. Denson, Pelham. Flour and grist mill 12 William H. Sehrader, Shelby. Flour and grist mill 20 William H. Pledger, Pelham. Flour and grist mill 40 Hendrick & Alverson, Vincent, Flour and grist mill 40 David A. Whitfield, Vandiver. Flour and grist mill 10 Brownings mill, Columbiana, Lumber and timber 30 ST. CLAIR COUNTY.* The Yarbrough mill, Ashville. Flour and grist mill 8 Hare's mUl, Ashville, Flour and grist mill 8 John R. Dyke. Wolfcreek, Flour and grist mill 30 Perry E. Wyatt, Coal City. Flour and grist mill 10 Henry A. Palmer, Partlow, Flour and grist mill 10 J. 51. McLaughlin, Spring^'ille. Flour and grist mill 2.5 The Macheu mill, Partlow, Flour and grist mill 10 The Lindsey mill, Ashville, Flour and grist mill 10 Hill & Foreman, Springvllle, Flour and grist mill 28 Henderson's mill, Ragland, Flour and grist mill 5 Helm & Truss, Helms. Flour and grist mill 20 Grout's mill, Wolfcreek. Flour and grist mill 10 The Gilchrist mill, Ashville. Flour and grist mill- 5 The Cox mill, Ashville. Flour and grist mill 10 Rufus W. Beason, Whitney, Flour and grist mill 11 Rock Bridge mill, Gallant, Lumber and timber mill 20 SUMTER COUNTY.* E. B. Hearn (Kinterbish Creek), Gaston 40 R. H. Stephens (Kinterbish Creek), Alamuehee 20 R. D. Simmons (Toomsooba Creek), Bells Station. 30 R. W. Shaw. Cuba - 10 •From U. S. Census, 1900. fFrom report of probate judge. Digitized by Microsoft® 442 Water Powers of Alabama; Second Report. Water poicers in Alabama, by counties — Continued. Horse- Power. W. H. Walker (Silver Creek), Alamuchee 20 J. U. Gillespie (Coatopa Creek), Coatopa 10 TALLADEGA COUNTY. Jefferson Roberson,* Fayetteville, Flour and grist mill 10 J. C. Brock,* Eastaboga, Flour and grist mill 12 Riser & Bro.,* Talladega, Flour and grist mill 40 Shock E. Jemison,* Sunnyside, Flour and grist mill 15 Vincent's mill,* Talladega, Flour and grist mill 25 O. F. Luttrell,* Talladega, Flour and grist mill 40 Riddle mills,t Waldo, Flour and grist mill 16 J. F. Smith,* Eastaboga, Flour and grist mill 40 John W. Thweatt,* McFall, Flour and grist mill 12 J. B. Turner,* McFall, Flour and grist mill 15 Allison's mill,* Talladega, Flour and grist mill 60 J. F. Smith,* Eastaboga, Lumber and timber 40 Cragdale mill,* Talladega, Lumber and timber 40 J. B. Turner,* McFall, Lumber and timber 20 Priebes mill (Choccolocco Creek).* Jenifer, Gristmill....'. 200 J. F. Smith's mill (Choccolocco Creek).* Oxford, Gristmill 225 B. Schmidt's mill (Choccolocco Creek),* Lincoln, Gristmill 200 Craig's mill (Choccolocco Creek),* Oxford, Gristmill 150 Wilson's mill (Choccolocco Creek),* Jenifer, Gristmill 150 Eureka mills (Choccolocco Creek),* Eureka, Gristmill 150 Turner's mUl (Chehawhaw Creek),* McFall, Gristmill 150 Kants mill (Talladega Creek),* Chandler Springs, Gristmill 50 Riddle's mill (Talladega Creek),* Waldo, Gristmill 75 Taylor's mill (Talladega Creek),* Talladega, Gristmill 150 Reynold's mill (Talladega Creek),* Nottingham, Gristmill 150 Allison's mill (Talladega Creek),* Talladega, Gristmill 75 Duncan's mill (Talladega Creek),* Alpine, Gristmill 75 Baker's mill (Talladega Creek).* Kymulga, Gristmill 100 Vincent's mill (Crooked Creek),* Sylacauga. Gristmill 50 Oden's mill (Short Creek),* Sylacauga, Gristmill 75 Jemison's mill (Kelly Creek).* Sunnyslde. Gristmill 50 Camp & Sons' mill (Salt Creek),* Hopeful. Gristmill 50 Robinson's mill (Cedar Creek),* Fayetteville, Gristmill 50 Lackey's mill (Horse Creek),* Ironaton, Gristmill 25 NEW DEVELOPMENT. Alabama Power Co. at Jackson Shoals on Talladega Creek, Power for the company's lines o oqo TALLAPOOSA COUNTY.f George Stewart, Thaddeus, Flour and grist mill 12 John W. Britt. Jacksons Gap, Flour and grist mill 20 Ben.iamln F. Jarvis, Tates, Flour and grist mill ' lo T. J. Hamlet, Hamlet, Flour and grist mill 1.5 T. W. Whitman, Dadeville, Flour and grist mill 20 Sanford Milling and Manufacturing Co.. Dadeville, Flour and grist mill 25 John W. Hay, Camphill. Flour and grist mill 15 John B. Calhoun, Camphill, Flour and grist mill 8 Hammond's mill. Dadevil le, Flour and grist mill '""!!!"!""!"" 20 ♦From report of probate judge. Digitized by Microsoft® Partial List of Utilized Water Powers. '^^ Water powers in Alahama, Tiy counties — Continued. Horse- Power. Hodnett grist and flour mill. Acme, Flour and grist mill 16 Tliomas L. Bulger, Dadeville, Flour and grist mill.. 15 Vines mills. Fasten, Flour and grist mill 40 A. T. & H. C. Vicliers, Xewsite. Flour and grist mill 20 J. C. Street, Anniston, Flour and grist mill 25 Shephard Bros. & Co., Tohopeka, Flour and grist mill 10 G. W. Stewart, ThadevTS, Flour and grist mill 25 Albert J. Holloway, Alexander, Flour and grist mill 20 Mrs. Milliner, Mary. Flour and grist mill 25 John L. Patterson, Hackneyville, Flour and grist mill 12 Thomas B. GrifEin, Matilda, Flour and grist mill 10 Daviston mill, Daviston, Flour and grist mill !? ■Lamberth Dewberry, Logpit, Flour and grist mill 20 Silver Shoals mill, Buttston, Flour and grist mill 80 M. R. Hays & Bro., Notasulga, Flour and grist mill 40 Farrows flour and grist mill, Susanna, Flour and grist mill 60 J. H. Yarbrough, Hackneyville, Flouf and grist mill 12 T. F. Garnett, Tallassee, Lumber and timber 20 G. W. Stewart, Thaddeus, Lumber and timber 20 WINSTON COUNTY. Richard H. Blake,* Houston, Flour and grist mill 8 Thomas O. Partridge,* Elk, Flour and grist mill 10 Wm. D. Shadix (Sandy Creek),* Double Springs, Flour and grist mill 4 George D. Wilson,* Haleysvllle, Flour and grist mill 8 Manna A. Posey,* Motes, Flour and grist mill 10 Martin A. & Martha Peak,* Peaks Mill, Flour and grist mill 10 MUigan mill,* Double Springs, Flour and grist mill 10 James Cantrell,* Addison, Flour and grist mill 4 Burks mill,* Cranal, Flour and grist mill 10 Nauvoo mill (Blackwater Creek), t Nauvoo, Grist mill and gin Anderson Ward mill (Clear Creek ),t Haleysville, Flour and grist mill J. Calvin Cagle (Clear Creek), t Double Springs, Saw, flour and grist mill and gin Jonathan Bartin mill (Clear Creek ),t Deer, Gristmill Hadder mill (Clear Creek), f Double Springs, Gristmill Posey mill (Clear Creek), t Motes, Gristmill, saw, and gin S. D. Spain (Clear Creek), t Malta, Gristmill, saw, and gin Gus Posey mill (Clear Creek), f Elk, Gristmill, saw, and gin Wm. Dodd (Splunge Creek), t Natural Bridge, Gristmill, saw, and gin Kelley mill (Blackwater Creek), t Lynn, Gristmill, saw, and gin Peaks mill (Grindstone Creek), t Peaks Mill, Gristmill, saw, and gin Jack Curtis (Sandy Creek), f Double Springs, Gristmill, saw. and gin Manley Payne (Beech Creek), t Gumpond, Gristmill, saw, and gin Christian mill (Christian Creek), t Peaks Mill. Grist and saw mill *Froiu U. S. Census, 1900. tFrom report of probate judge. Digitized by Microsoft® Digitized by Microsoft® INDEX. Agricultural fertilizers from the air 412-423 Alabama developments under Government Franchise 412 Alabama River at Selma, Alabama .114-131 Alaga, Alabama, Chattahoochee River, gaging station 44 Alexander City, Ala., Hillabee Creek, gaging station 169 Andalusia, Ala., near Beck gaging station 69 Apalachicola River Drainage Basin, description of 23 Attalla, Ala., Wills Creek, measurement of 355 Battle, John B ;" 7 Beach, Colonel Lansing H ' 7 Bear Creek, near Red Bay, Ala 353-354 Beck. Ala., Conecuh River, gaging station 69 Big Bear Creek, near Red Bay, Ala 353-354 Big Sandy Creek, near Dadevllle, Ala 173-175 Big Spring, at Tuscumbia, Ala., measurement of .356 Black Warrior River, near Coal, Ala 221-224 Black Warrior River, near Cordova, Ala 207-221 Black Warrior River, at Tuscaloosa, Ala 224-235 Black Warrior River, Locust Fork, at Palos, Ala 238-243 Black Warrior River System, Locks and Dams 372 Black Warrior River System, tabulated powers 373-.374 Brantley, Ala., Conecuh River, measurement of 355 Bridgeton, Ala., East Cahaba River, measurements of 356 Brownsboro, Ala., Flint River, measurements of 356 Bullen, Ed 4 Cahaba River, Bridgeton, Ala., measurements of 356 Cahaba River, at Centerville, Ala 176-183 Cahaba River, Leeds, Ala., measurement of 356 Cahaba River, list of powers 371 Cahaba River, map of 368 Cahaba River, profile of 367-369 Cahaba River, survey 367 Camp Branch, near Ensley, Ala 246 Cedar Bluff, Ala., Little River, measurement of 355 Centerville, Ala., Cahaba River, gaging station 176 Centerville Plant ( Schultz Creek) 380 Chattahoochee River, at Alaga, Ala 44-47 Chattahoochee River, at West Point, Ga .'..... 23-44 Chattanooga, Tenn., Tennessee River, gaging station 248 Chattanooga and Tennessee River Power Co 250 Chattooga River, Gaylesville, Ala., measurement of 355 Cherokee Bluff, proposed dam on Tallapoosa River 378, 392, 393 Chisholms Bridge, near Alexander City, Ala 109 Choccolocco Creek, at Jenifer, Ala 132-137 Choctawhatchee River Drainage Basin, description of 48 Choctawhatchee River, at Geneva, Ala 53-54 Choctawhatchee River, near Newton, Ala 48-53 Christie, Lowe and Heyworth, Contractors 6 Clear Creek, near Elk, Ala 236-237 Coal, Ala., Black Warrior River, gaging station 221 Coastal Plain 12, 13, 14 Columbus, Miss., Tombigbee River, gaging station 184 Digitized by Microsoft® 446 Index. Computatfons, convenient equivalents for 18 Conecuh River, at Beck, Ala. (near Andalusia, Ala.) 69-83 Conecuh River, Brantley, Ala., measurement of 3.55 Conservation of Water Power, Extract from Report of Water Power Committee 402-408 Co-operation 5 Coosa River, important powers on 376 Coosa River, list of powers 371 Coosa River, map of 358 Coosa River, profile of 359-360 Coosa River, profile, Lock 5 to Wetumpka, Ala ..377 Coosa River, at Riverside, Ala 91-114 Coosa River, at Rome, Ga 84-91 Coosa River, survey of 357 Coosa River System, description of 400-401 Cordova, Ala., Black Warrior River, gaging station 207 Crystalline Area 12, 13 Cummings, Elbert : 4 Current meter 15 Cyanamid process _ 415, 416 Dadeville, Ala., Big Sandy Creek, gaging station 173 Dillord, S. T 4 Discharge curve, construction of 16 Double Bridges Creek, at Geneva, Ala 68 Dravo Contracting Co 6 Earley, W. G 4 East Cahaba River, Bridgeton, Ala., measurements of 3.56 East Cahaba River, Leeds, Ala., measurement of 356 Elba, Ala., Pea River, gaging station 67 Elba, Ala., Whitewater River, measurement of 355 Elba Junction, Ala 58 Elk, Ala., Clear Creek, gaging station .236 Elk River, near Elkmont, Ala 349-352 Elkmont, Ala., Elk River, gaging station 340 Elton Bridge, at Pera, Ala 54 Etowah storage dam 376 Ensley, Ala., Camp Branch, gaging station 246 Epes, Ala., Tomblgbee River, gaging station 194 Escambia River Drainage Basin, description of 69 Flagler, Lieut. Colonel C. A. P 7 Flint River, Brownsboro, Ala., measurements of. 356 Florence, Ala., Tennessee River, gaging station 303 Plow, measurements of 15 Food Supply -'. 412, 413, 414 Gage height observers, names of 4 Gaging stations,' data given for 20 Gaging stations, list of 22-23 Gaylesville, Ala., Chattooga River, measurement of 355 Geneva, Ala., Choctawhatchee River 53 Geneva, Ala., Double Bridges Creek 68 Goodwater Plant (Hatchet Creek) 380 Hales Bar 240, 250 Hai-daway, B. H 6, 7 Hardaway Contracting Co 6,7 Haven, George 4 Hicks, J. P 4 Hillabee Creek, near Alexander City, Ala 169-173 Hodge, J. M 4 Digitized by Microsoft® Index. 447 Horse power, to calculate 19 Important water powers 376 Jackson Shoals Plant (Choccolocco Creek) 380 Jenifer, Ala., Choccolocco Creek, gaging station 132 Jervey, Lleut.-Colonel Henry 7 Jones, S. T., Jr 7 Keller, Lieut.-Colonel Charles 7 Lambert, A. W 44 Langdale Dam 24 Leeds, Ala., East Cahaba Kiver, measurement of 356 Little, George K 7 Little River, Cedar Bluff, Ala., measurement of 355 Little River, power on ^ 376 Little River, project 394 Little Tallapoosa River, near Wedowee, Ala 168-169, 356 Locust Fork, Black Warrior River, at Palos, Ala 238-243 Low water defined 370 McCalla, R. C 6 Measurements of flow 15 Milstead, Ala., Tallapoosa River, gaging station 162 Miners Inch 18 Miscellaneous discharge measurements 355-356 Mobile River Drainage Basin, description of 83-84 Montgomery Power Co., Plant, Tallapoosa River 378, 393 Morris, A. J 4 JMower, H. C 374 Mulga, Ala., Venison Branch, gaging station 246 Mulga, Ala., Village Creek, gaging station 243 Muscle Shoals combined with Tallapoosa and Little rivers 395-400 Muscle Shoals, estimate of quantities in dams 384 Muscle Shoals, potential power with entire flow 392 Muscle Shoals, power at. Report of Engineers U. S. A 382-401 Muscle Shoals, power data, Dam No. 2 387 Muscle Shoals, power data. Dam No. 3 388 Muscle Shoals, power data, Dam No. 4 389 Muscle Shoals, proposed U. S. Locks and Dams 382-383 Muscle Shoals, relation to other powers 392 Muscle Shoals, secondary power available 391 Bluscle Shoals, shortage in primary power 390 Muscle Shoals, tabular estimates of low water 384, 385, 386 Newton, Ala., Choctawhatchee River, gaging station 48 Nitrogen from the atmosphere 6, 414, 417 Nitrogen Plants for the water powers of the South 418 Nitrogen Plant proposed for Coosa River in year 1912 419-422 Nottingham, Ala., Talladega Greek, gaging station 138 Paint Rock River, Paint Rock, Ala., measurements of 356 PelIGZOIC 3.1*63. " ' Palos, Ala., Locust Fork, Black Warrior River, gaging station 238 Pea River, at Elba, Ala 67 Pea River, at Pera, Ala 54-66 Pea River Plant, near Troy, Ala 381 Pera, Ala., Pea River, gaging station 54 Porter, Prof. Dwight 11 Pow-T at different sites, how arrived at 370 Power Plants (new), on small streams ^..380 Profiles of Rivers -■ --- —.^.....-.-.. -357-369 Public concern in water power, by Dr. George Otis Smith, Director V. S. G. S 408-41 ] Digitized by Microsoft® 448 Index. Rating tables, construction of 16 Red Baj, Ala., Big Bear Creek, gaging station-. 353 Riverside, Ala., Coosa River, gaging station 91 Rome, Ga., Coosa River, gaging station 84 Run-off, definition of 17 Sandy Creek, near Dadeville, Ala 173-175 Second-feet, definition of 17 Selma, Ala., Alabama River, gaging station 114 Smith, Dr. George Otis, Director V. S. G. S 408 Smiths Bridge, near Dadeville, Ala 173 Speigner Plant (Mortar Creek) 380 Stowe, A. L 4 Stowe, C. J -. 4 Stnrdevant, Ala., Tallapoosa River, gaging station 143 Summary of Water powers .,. 370 Sullivan, Irvin /-- 4 Susanna, Ala., Tallapoosa River, gaging station'. 160 Sylacauga Plant (Hatchet Creek) 380 Talladega Creek, Nottingham, Ala 138-143 Tallapoosa River, Heflin, Ala., measurement of 35.5 Tallapoosa River, important powers on 378 Tallapoosa River, list of powers on 371 Tallapoosa River, map of 361 Tallapoosa River, at Milstead, Ala 162-168 Tallapoosa River, profile of , 362-366 Tallapoosa River, at Stnrdevant, Ala 143-160 Tallapoosa River, near Susanna, Ala 160-162 Tallapoosa River System combined with Muscle Slioals 392 Tallapoosa River, Tallapoosa, Ga., measurements of 355 Tallapoosa River and tributaries, survey of 360 Tallassee Falls Plant, Tallapoosa River 378-393 Tennessee River Drainage Basin, description of 247-248 Tennessee River, at Chattanooga, Tenn 248-302 Tennessee River, at Florence, Ala 303-348 Tennessee River, powers at Muscle Shoals 371 Thompson, J. 4 Tomblgbee River, at Colmnbus, Miss 184-193 Tombigbee River, at Epes, Ala 194-208 Tombigbee River, ijrofile of 369 Tuscaloosa, Ala., Black Warrior River, gaging station 224 Tuscumbia, Ala., Big Spring, measurements . of ,: 356 rtilized water power, list of by counties 424-443 Venison Branch, near Mulga, Ala 246 Village Creek, near Mulga, Ala 243-245 Warrior River, profile '.. : 369 Warrior System (powejs ) 372-375, 379 Washburn, Frank S., Agricultural fertilizers from the air 412-423 Wedowee, Ala., Little Tallapoosa River, gaging station 168, 356 West Point, Ga., Chattahoochee River, gaging station 28 Whitehead, J. E 4 Whitewater River, Alba, Ala., measurement of > ,S.w Wills Creek, Attalla, Ala., measurement of 3.55 Zero of gage, an arbitrary point 20 Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft® Digitized by Microsoft®