No. 9124 i ■ > J ,4^> ^ ^ *° • * A <> * 9 ^ ** v % -. V v <* **?Yi* <0 ^ %. -: > '^/ /«* ^> ' • ■ • ' %^ I ^6* \"*^ff-\,/ v^V v*^>^ %«♦* • . ^ ^ s* <-^ J* j *^|/ffljii|§=^ o aV^ 0* _.•!_••. V ^\*« t '-* \ . * ^ a^ *>Wa* «v <£ •fife*- ** a* •>Va° «v <£ V ^ " , ^ <%* •• ^ ' * 6 „. % ^ $S A^ Vol *.?« ^\ a0 » cS5\^V^^ . O j0 VV 4° '%> "'" 0° .1^1' °o %/ *'^K£: V^ .'9Kl "W 0^ o^^.^O. A> V v-o^ <". o 'bK aV ^ .y^\F/ .V «*. 'J >r 4» *.*&&*+ *?>&*'*.-% &*&&*+ <,*>•&'•*+ A> ^ *iv.»* Ap j?-^ • «£» 4 „* i - ^- ' ' o ^ Oft "j ^ t £ • fife • ^ ^ •^fA" \ £ • fife** ^ ^ *^Wa« ^. <^ - fc ^K^« ^ A^ . •■'•,. "^ts AV -j^ 1 9 ^. • A V .t... •0* o " " *^o ♦o«o 9 ^ * V>» 4 «" 'by' • <1> o * .-ft^" o. "^s,!- 1 .,0 IC 9124 Bureau of Mines Information Circular/1987 Mined Land Subsidence Impacts on Farmland With Potential Application to Illinois: A Literature Review By David L. Veith UNITED STATES DEPARTMENT OF THE INTERIOR Information Circular 9124 Mined Land Subsidence Impacts on Farmland With Potential Application to Illinois: A Literature Review By David L. Veith UNITED STATES DEPARTMENT OF THE INTERIOR Donald Paul Hodel, Secretary BUREAU OF MINES Robert C. Horton, Director jut- q ^ Library of Congress Cataloging in Publication Data: Veith, David L. Mined land subsidence impacts on farmland with potential applica- tion to Illinois. (Information circular ; 9124) Bibliography: p. 15—16. Supt. of Docs, no.: I 28.27: 9124. 1. Subsidences (Earth movements)— Illinois. 2. Coal mines and mining— Illinois. 3. Land use— Illinois. 4, Farms— Illinois. I. Title. II. Series: Information circular (United States. Bureau of Mines) ; 9124. TN295:U43 [QE600.3.U6] 622 s [333.76'16] 86-600227 CONTENTS Page Abstract 1 Introduction 2 Geological and land considerations 3 Geology of the Illinois Basin 3 Drainage classes of soils 3 Land use qualifications 4 Subsidence characteristics 6 High-extraction mining 6 Illinois mining 7 Ground settlements of high-extraction mining 8 Subsidence effects 9 Western Pennsylvania ground water 9 Illinois ground water 10 Farmlands 10 Crops 11 Economic considerations 12 Bureau of Mines and State of Illinois subsidence research program 13 Summary and conclusions 14 References 15 ILLUSTRATIONS 1 . Drainage classes of soils 4 2. Optimized high-extraction underground coal mining plan 7 3. Typical subsidence from single-panel high-extraction mining in western Pennsylvania 10 TABLES 1. Crop yields on three Virgin Island soil types with slope and erosion* with average to high levels of management 5 2. Development of underground coal mining techniques in Illinois 7 UNIT OF MEASURE ABBREVIATIONS USED IN THIS REPORT ft foot pet percent in inch st short ton m 2 square meter vol pet volume percent mi^ square mile yr year mm millimeter degree MINED LAND SUBSIDENCE IMPACTS ON FARMLAND WITH POTENTIAL APPLICATION TO ILLINOIS: A LITERATURE REVIEW By David L. Veith 1 ABSTRACT This report summarizes a Bureau of Mines review of selected literature ■on the effects of subsidence due to high-extraction underground coal mining on farmland areas. The data are presented for consideration in evaluating the subsidence effects due to similar mining techniques on the prime farmland areas of Illinois. In Illinois the ground water level in the glacial drift is only 2 to 15 ft below the nearly flat to gently rolling ground surface. The main subsidence concern is flooding, as caused by the lowering of the ground surface, and the subsequent effects on crop production. Positive drain- age must be maintained in the farmlands, and the need exists for exten- sive regional planning by the mining and agricultural industries to maximize short- and long-term production from both efforts. The Bureau is cooperating with the State of Illinois to develop basic information necessary for such planning. 1 Mining engineer, Twin Cities Research Center, Bureau of Mines, Minneapolis, MN, INTRODUCTION This report summarizes selected litera- ture dealing with underground mine- related subsidence effects on coal mining lands throughout the United States. Some foreign data are also summarized. The information is presented for consider- ation in the evaluation of subsidence ef- fects on Illinois prime farmland crop production, but in no way is it implied that the information pertains directly to Illinois unless the reference is clearly identified as such. As will be illustrated, the effects of underground coal mining subsidence in Il- linois have been investigated for some time, but no formal study of the effects on prime farmland crop production have been conducted. Efforts underway at this time will document such impacts and lead to mitigative measures that should opti- mize production from both the underground coal mining industry and the agricultural industry. Much of central and southern Illinois prime farmland overlies high-quality bi- tuminous coal seams. Maximization of underground coal production results in ground movements and subsequent distur- bance of the surface. Illinois ground water lies 2 to 15 ft below the ground surface, and subsidence-induced ground movements can also affect the movement of surface water. The ground water is generally dependent on precipitation to maintain its level and, therefore, its availability for crop production. Any modification of surface water hy- drology could affect the resultant crop production. The challenge is to maximize under- ground coal recovery in these Illinois prime farmland areas, and at the same time ensure the productivity levels of crops grown on the overlying soils. The solution lies in the cooperation of these two valuable industries to develop planned mining and agriculture programs to maximize recovery from both natural resources. To acquire the in-depth un- derstanding necessary to achieve this goal, the Bureau of Mines and the State of Illinois are cooperating on a coordinated mine subsidence research pro- gram to ultimately develop guidelines for more effective underground mining techni- ques in order to maximize coal extraction while preserving the productivity of prime farmlands. Illinois coal mining companies have basically three options for underground operations (1_):2 1. Mine a low percentage of the coal and leave substantial pillars for total support of the overlying strata (low extraction). 2. Mine a high percentage of the coal, plan on subsidence, and take the respon- sibility for reclamation of the affected surface (high extraction). 3. Mine no coal at all (no extraction). Obviously there are certain circum- stances under which each of the three options would be the best choice. When considering maximum utilization of both the coal resource and the overlying prime farmland resource, option 2 is the best choice (1_)« High-extraction underground coal mining, planned in advance to mini- mize surface impacts on the overlying agriculture industry, and properly car- ried out, will result in the maximum utilization of both resources. In 1982, Peabody Coal Co. reported that 193 subsidence events had occurred on its Illinois properties since 1971 (J L )« Less than 2 pet of its mined lands were af- fected. Subsidence regulation proposed at that time would have caused the company to lose about 70 million st of coal reserves (about 8 pet of their total reserves), and would have short- ened their mining life by more than 42 yr, or more than 190-mine yr of production. Regulation that reduces mineable reserves because of potential subsidence impacts is, therefore, of great concern to mining companies such as Peabody. Research to improve the ^Underlined numbers in parentheses re- fer to items in the list of references at the end of this report. cohabitation of the mining and agricul- tural industries in the prime farmland areas of Illinois is also of great interest to the involved mining compa- nies, the agricultural industry, and both State and Federal governmental agencies. GEOLOGICAL AND LAND CONSIDERATIONS GEOLOGY OF THE ILLINOIS BASIN (_2) Overall, the Illinois Basin is a broad, spoon-shaped trough of sediments con- taining several anticlinal belts. Gen- erally, the folds have gentle slopes with less than 200 ft of relief. Folding and faulting is most prominent in south- eastern Illinois. The topography ranges from flat-lying to rolling, with soils chiefly developed in glacial drift. Till deposits in the northern and central parts of the State reach 600 ft in depth, but the drift is generally less than 50-ft deep in southern Illinois. Almost all the mapped coal reserves in Illinois are in the middle portion of the Pennsylvanian System, which underlies about 70 pet of the land of the State. Shales and underclays form 65 to 70 pet of the upper portions of the System, limestones form 5 to 10 pet, and coal 1 to 2 pet. Shale beds exceed 100 ft in thickness but more commonly are 20-to-40 ft thick, and the underclays are commonly 2- to 5-ft thick. The Pennsylvanian sequence shows great lateral persist- ence, except for the sandstones, which frequently occur as channel deposits. DRAINAGE CLASSES OF SOILS (3) It is important in the study of the ef- fects of mine subsidence on prime farm- land to understand the drainage classes of soils and how these affect crop pro- duction. This understanding is par- ticularly important in Illinois where ground water is shallow and essentially contained in glacial overburden, sup- ported by shale overlying the coal seams. Figure 1 depicts the five U.S. Depart- ment of Agriculture (USDA) (h) drainage classes of soils and indicates approxi- mate root penetration with respect to the mottled zone in each class. A. mottled zone contains spots of different colors in a uniform soil matrix, indicating intermittent wetness with associated oxidized and reduced materials. In well-drained soils the moisture is rapidly removed by internal drainage. These soils often are dry because they are close to bedrock, are on very steep slopes, or have coarse textures that limit the moisture holding capacity. In moderately well drained soils the water is removed less rapidly than in well-drained soils, so that the profile is occasionally wet for short but signif- icant periods. These soils usually have low-permeability layers in the B or C horizons, and accumulations of seasonal seepage waters. Somewhat poorly drained soils are wet for significant periods but not continu- ously, as water is removed slowly. These soils have a low-permeability layer, a high water table, and accumulate water through seepage. Poorly drained soils remain wet much of the year because water is removed very slowly. The water table is near the sur- face much of the year; there is a low permeability layer, and seepage is a problem. Finally, very poorly drained soils are continuously wet, as the water table is near the surface most of the year. These soils are in depressions and ponding sites where water accumulates. According to the USDA, the rooting zone basically stops at the mottled zone, and the depth of this zone determines crop production. Changes in surface elevation with respect to the ground water eleva- tion may change the location of the mot- tled zone, and, therefore, the crop pro- duction capacity of the soil. If wet soils are permeable, they can be improved. When wet soils are only slightly permeable, drainage and amelio- ration are often difficult and productiv- ity improvement may only be slight. Olson (3) analyzed information from another USDA rating of soils for plant .Crop root development x" i- 0_ LU Q 2 3 L MWD SPD VPD Soil profile drainage classification Drainage class designation WD - Well drained Zone designation A - Rooting zone MWD - Moderately well drained B - Mottled zone SPD - Somewhat poorly drained C - Gray, brown, or stained zone PD - Poorly drained VPD - Very poorly drained V - Permanent or fluctuating water table (inferred from zone characteristics) FIGURE 1 .—Drainage classes of soils. After Olson (3). growth (5). Good plant growth requires well-drained to moderately well drained soil, with very friable to friable, moist consistency. Textures can be very fine sandy loam, fine sandy loam, loam, silt, or silt loam. The thickness of the soil above a hard layer, water table, or bed- rock must be more than 30 in. Finally, the soil slope must be less than 8 pet, and it must contain less than 8 vol pet coarse fragments. Fragments are consid- ered coarse depending on their shape and dimensions. Granular and crumb struc- tures are coarse if their particle diam- eter ranges from 5 to 10 mm, and angular to subangular blocky structures are coarse if their particle diameter ranges from 50 to 100 mm. LAND USE QUALIFICATIONS Olson (3) describes some physical char- acteristics of Tompkins County, NY, soils related to land use. Some of these char- acteristics can be identified with subsi- dence effects and, therefore, may have some application to Illinois. The county soil map shows that — 1. More than 75 pet of active pasture and cropland have slopes of less than 10 pet. 2. About 80 pet of abandoned farmland has slopes of more than 10 pet. 3. About 40 pet of forest land has slopes of 35 to 70 pet. 4. About 75 pet of pasture land has soils with seasonal water tables more than 5 in below the surface. 5. About 60 pet of the cropland has soils of moderate to rapid permeability. Thus, it appears that the most pro- ductive soils have slopes of less than 10 pet, seasonal water tables (pasture land) more than 5 in below the surface, and moderate to rapid permeability drainage. Erosion of soils is probably the most destructive process that reduces the pro- ductivity of the land (3). Topsoils and the A horizon generally contain the most nutrients and the best structure for plant growth, and any material eroded from these parts of the soil profile will have a detrimental effect on crop yield and plant growth. A common agricultural tool, the Univer- sal Soil Loss Equation, permits planners and farmers to predict the average rate of soil erosion for each feasible alter- native combination of crop management related to a specific soil map unit, the rainfall pattern, and the topography. As described by Olson, (3), the Universal Soil Loss Equation is — A - RKLSCP where A = the computed soil loss per unit area, R = the rainfall and runoff factor, K = the soil erodability factor, L = the slope length factor, S = the slope steepness factor, C = the cover and management factor, and P = the support practice factor. Soil is protected from erosion by veg- etation, the design of which is deter- mined by the slope and contour of the land. Since erosion of soils is a nat- ural geomorphic process that can never be eliminated completely, tolerable soil losses can be established for each soil type to balance the soil building process and thus to maintain acceptable agricul- tural production over a long period of time. Olson (3) describes crop yields in the Virgin Islands for clay and clay-loam soil types of various slopes, with aver- age and high levels of management (table 1). Obviously, slopes greater than 5 pet and erosion are detrimental to crop production, resulting in crop losses ranging from 8 to 42 pet, when compared with production from relatively flat, un- eroded soils. Although probably not ap- plicable to the prime farmlands of Illi- nois, this comparison is included to illustrate the potential impact of slope and erosion on crop production. In Illinois prime farmlands, sub- sidence-created slopes are generally less than 1 pet but may reach 4 pet for short distances along their profile. Therefore, it appears that If subsidence from high-extraction underground coal mining creates surface slopes of less than 5 pet, the impact will not be great enough to significantly increase erosion of the soil. Erosion is not the concern in Illinois, but changes in drainage of the flat prime farmlands caused by subsidence are of concern. Sarkar (6_) identified 22 independent soil characteristics from which soil scientists attempt to correlate yields. These characteristics are representative of a broad range of soils; many are related to moisture holding capacity and thus are critical to plant growth and crop production. TABLE 1. - Crop yields on three Virgin Island soil types with slope and erosion, with average to high levels of management Soil type Clay , Clay-loam 1. . Clay-loam 2. . 1 Eroded. Slope, pet Yield, pet 0- 2 100 2- 5 83- 90 1 5-12 58- 89 2-15 100 1 5-12 75- 92 0- 3 100 5-12 75- 92 Some of Sarkar's characteristics, as described by Olson, which may have ap- plication in Illinois, follow: 1. Yields on the same field in Mary- land clearly showed the effects of moisture and erosion. 2. Iowa corn yields related directly to soil variables such as slope, bio- sequence, available water holding capac- ity, erosion, organic carbon, drainage class, clay content, bulk density, pH, available phosphorus, and available potassium. 3. Soil factors most highly correlated with corn yields in North Carolina were moisture holding capacity, clay and sand combinations, extractable phosphorus, percent base saturation and related properties that control soil acidity, and the charge on the cation-exchange complex. Weather and agricultural management are major variables influencing the soils and the resultant yields. Since weather can- not be controlled, agriculture practices and mining activities affecting those practices become the controlling varia- bles. Soils determine the potential for moisture storage, which affects a soil's ability to withstand drought. Soil factors influencing runoff and erosion directly influence crop yields, and managing mining activities such that these soil factors are not adversely af- fected will ensure that crop yields can be maximized with proper aricultural practices. Olson (3) described a yield measuring procedure called sequential testing, which may be beneficial in measuring the effects of subsidence on crop production. Similar soils exhibit similar character- istics in the same geologic conditions. Sequential testing is the sampling of soils across a landscape in which the soils occupy "sequential" positions along the sampling transect. For example, soils in a humid region commonly have the same drainage sequence in similar geo- logic materials. By sampling the soils along a transect, soil drainage classes can be identified and the growth of moisture-sensitive vegetation can be mea- sured at each sample point. Thus, veg- etative growth can be related to the drainage class and to the soil depth to mottling and seasonal water tables. Similar sequences can occur for soil texture, slope, pH, fertility, land use, crop growth, crop yield, and other soil and land characteristics. If experiments are run on contrasting soils, one can evaluate the effects of soil differences on crop production. SUBSIDENCE CHARACTERISTICS HIGH-EXTRACTION MINING Peng (_7) summarized the mechanics of surface subsidence in the Appalachian Coal Basin due to underground coal mining in a 1980 publication. In very general terms, room-and-pillar mining with full pillar extraction can result in subsi- dence similar to that resulting from longwall mining. The author sized the maximum caving dome height at 30 to 50 times the mining height with caving angles between 15° and 35° and an average angle of 25°. Ideally, strata overlying the coal seam above the caving zone will remain more or less intact and sag uni- formly, as would a continuous beam, re- sulting in a symmetrical surface sag about the centerline of the single panel. Actually, strata behavior is greatly dependent on the characteristics of its components, and the resulting sag may range from uniform to highly irregular. Multiple panels will result in overlap- ping subsidence profiles, skewed toward the previously mined panel. Controlling factors of surface subsi- dence discussed by Peng are well known and will not be repeated here. In the discussion on the prevention of subsi- dence impacts the point was made that ad- vance planning is the best method of eliminating or reducing surface ground damage. Regional planning of full- extraction operations, with complete re- gard for maintaining the relative posi- tion of surface contours, appears to be the best method of ensuring positive sur- face drainage. A hypothetical example of such a plan is shown in figure 2. Surface drainage system Surface contour elevation Direction of mining advance FIGURE 2.— Optimized high-extraction underground coal mining plan. ILLINOIS MINING Bauer (8_) presented a paper in 1981 describing some of the characteristics of subsidence from various coal mining tech- niques in Illinois. Table 2 presents a modified list from Bauer of the progres- sion of mining methods and the related percentages of panel extraction commonly practiced in Illinois. High-extraction retreat and longwall are the methods gen- erally used in Illinois and are probably the methods of the future where subsi- dence is either desired or allowed. Where subsidence is not allowed, blind or checkerboard roora-and-pillar techniques are employed. Illinois subsidence takes two basic forms, pit subsidence and sag-trough sub- sidence. Pit subsidence is a sudden drop in the surface such that the hole has nearly vertical walls. It is caused by a sudden collapse of the bedrock over a mine void, usually where the mining was close to the surface and the overlaying strata were not competent. TABLE 2. - Progression of underground coal raining technique development in Illinois Panel extrac- Mining method tion, pet Roora-and-pillar: Early 1 < 80 Modified < 80 Blind 50- 65 Checkerboard 40- 60 Longf ace 100 High-extraction retreat.... 70- 90 Longwall 100 1 If pillars pulled. Sag subsidence refers to a large, near- ly equidimensional subsidence depression over room-and-pillar mines. Trough sub- sidence is similar to sag subsidence, except that the depression is elongated and typically results from high- extraction room-and-pillar and longwall mining techniques. Data generated for Illinois by Bauer (jJ) indicate that pit subsidence develops only over shallow mines less than 165-ft deep. Sags or sags and troughs develop over both shallow and deep mines, and pits, sags, or troughs can develop over mines 75-to-165 ft deep. Of the possible factors affecting the subsidence profile characteristics with a given mine geometry, the regional geology seems to have the greatest influence (8). Room-and-pillar mining in central Il- linois is in the No. 5 coal seam, which is fairly thin and strong, resulting in strong pillars and, low height-to-width pillar ratios and, therefore, minimal subsidence due to pillar crushing or compression. Similar mining techniques are practiced in southwestern Illinois in the Herrin (No. 6) coal seam, which is thicker than the No. 5 seam and has some of the high- est quality mine roof in the State be- cause of well-developed, thick limestone beds overlying the coal (_8). Subsidence in this region is somewhat greater than that in central Illinois. Room-and-pillar mining in southern Il- linois, also in the Herrin (No. 6) coal seam, is in an area of major regional geological structures, with little or no limestone in the mine roof (8). Subsi- dence is greater in this region than in the two regions described above. In comparing subsidence in Illinois with that in Great Britain, Bauer (8) states that the angle of draw for Il- linois longwall mining is 12° to 25°, which is generally less than that for British operations. Probable causes of this difference are that (1) Illinois overburden rock is stiffer and more resistant to subsurface movements, (2) British rock, unlike the rock in Il- linois, has been subjected to tectonic faulting, and (3) multiple-seam mining is commonplace in Britian and not in Illinois. Multiple-seam operations tend to break up the overburden, making it a less stiff rock mass, and thus inducing more widespread subsidence. GROUND SETTLEMENTS OF HIGH- EXTRACTION MINING Generally, retreat room-and-pillar and longwall mining methods are similar enough to result in similar subsidence patterns where the geology is the same (2^). Longwall mining removes 100 pet of the coal within the panel; retreat room- and-pillar mining usually removes as much of the coal as local conditions allow, and when this removal is a high percent- age of the in-place coal, the resulting caving and ground movement is similar to that for longwall mining of nearly equal dimensions. However, care must be exer- cised in this analogy, as the rock loading sequence differs greatly between the two methods. At the Old Ben No. 24 Mine near Benton, IL, a longwall demonstration study was conducted under Bureau contract (2, 9)» Three longwall panels were driven adja- cent to a modified retreat room- and-pillar panel, and comparisons were made of their subsidence profiles. Long- wall panel 1 was first developed adjacent to the narrow room-and-pillar panel; then, in sequence, longwall panels 2 and 3 were developed along panel 1. Retreat room-and-pillar mining (2_) at Old Ben generally recovered 80 to 90 pet of the coal; however, because of the proximity of the longwall panels, a some- what different retreat room-and-pillar mining method was required for the demon- stration section, which reduced recovery to less than 80 pet. Chain pillars about 86 ft wide separated the previously mined retreat room-and-pillar panels from long- wall panel 1. The coal seam was 620-ft deep, and longwall panels 460-ft wide and 7-ft thick were mined. Maximum settle- ment observed was 4.3 ft over longwall panel 1 and 2.9 ft over the retreat room- and-pillar panel during the measurement period (9). Retreat room-and-pillar and longwall raining methods are considered high-extraction techniques, but their recovery factors and subsidence profiles generally are not the same. In this case at Old Ben, with lower than normal re- treat room-and-pillar mining recovery, subsidence over that operation was ex- pected to be less than over the longwall panel. The stumps and fenders of coal left in place in the retreat room- and-pillar mining helped support the roof and, although they were readily crushed by the overburden weight, they helped prevent the occurrence of full closure. Additionally, the proximity of the re- treat room-and-pillar panel to the long- wall panel was expected to skew the sub- sidence profile across the longwall panel. Both expectations were realized. SUBSIDENCE EFFECTS WESTERN PENNSYLVANIA GROUND WATER SMC Martin Inc. ( 10 ) studied the ef- fects of coal mine subsidence on ground water aquifers in western Pennsylvania under Bureau contract. Although the structure and hydrological regime are quite different than in Illinois, this study is still of interest in describing the effects of undergound coal mine sub- sidence on the surface and on crop productivity. In western Pennsylvania, deep coal min- ing operations often affect regional ground water supplies through subsidence and the resulting fracturing of overlying strata. The existing ground water flow system is then disrupted as it preferen- tially flows toward the mine workings along the newly created or widened frac- ture system. Additionally, more pore space is created in the strata by frac- turing, so the aquifer can store more water. . The water table in the vicinity of the mine becomes depressed or elimi- nated, thus creating a new hydrologic en- vironment. As the rate of subsidence de- creases, the fracture system begins to close due to settlement of the strata. With less direct flow paths to the mine, recharge exceeds discharge and the head increases until a new equilibrium is reached, which may or may not be the same equilibrium point as before mining, depending on the elastic properties of the strata layers. According to SMC, longwall mining of coal in western Pennsylvania causes a zone of caving that typically forms a dome 30 to 50 times the height of mining, with the overlying strata remaining in- tact but subject to sagging (fig. 3). As the sag develops, a subsidence trough, or profile, is produced at the surface, enclosing an area larger than that of the mined panel. The horizontal limits of the trough depend on the angle of draw, which includes the total area displaying subsidence effects. In western Pennsyl- vania the practical limit of the angle of draw is generally taken as 25°. In Il- linois the subsidence pattern resulting from high-extraction mining tends to exhibit a profile with greater slopes around the inflection point than that shown in figure 3. Maximum subsidence over a single panel occurs at the centerline, and the magni- tude depends on the width of the panel, the mined seam thickness, and the verti- cal distance between the seam and the surface. Where the seam is flat with no adjacent panels being mined, the subsi- dence profile generally is symmetrical about the centerline. Multiple panels result in composite subsidence profiles as the effects overlap and are partly additive. The response of the overlying aquifer system to longwall mining depends on site-specific variables, including depth to coal, thickness of coal removed, min- ing method, rock mechanics, site stratig- raphy, and aquifer properties. These variables also influence the amount and degree of subsidence. Rock mechanical properties determine both the degree of fracturing in the rock units and the re- compression or healing of the strata that allows water level recovery. Site stra- tigraphy and aquifer properties control the influence of aquitardal layers and types of aquifer systems. To determine hydrological changes due to mining operations, it is necessary to analyze data from water level measure- ments, aquifer tests, and borehole geophysics, and to interpret these data 10 Maximum subsidence / \_Subsidence profile (final surface profile) Angle of draw Seam thickness Panel mining width- (Extracted panel) FIGURE 3.— Typical subsidence from single-panel high-extraction mining in western Pennsylvania. by comparing premining and postmining conditions. The range of ground water fluctuations is a function of the ability of surface infiltration to reach the ground water system and of the degree of hydraulic connection between shallow aquifer zones receiving the surface in- filtration and the deep aquifer zones representing the final repository of ground waters. ILLINOIS GROUND WATER In some instances, Illinois ground water is mainly contained in glacial overburden supported by shale strata. The shale is highly plastic and, if it is located above the caving zone over a high-extraction mining system, the entire strata should sag and settle without major fracturing. Thus, few channels may open to drain ground water to the lower strata and to the mine, and, except for a temporary depression, the ground water level should return and remain intact. In the case of pit subsidence, general- ly associated with roora-and-pillar mining close to the surface, the pit walls sink along highly fractured vertical planes. Ground water thus flows more easily into the mine through channels that may take much longer to heal than those formed under sag subsidence conditions. Deeper mining and the resulting sag or trough subsidence may have the associated problem of a depressed water table ac- centuated by water draining into the mine and to the clay mine floor. The clay floor absorbs moisture, weakens, and is then heaved by punching pillars. The net results are convergence of the floor and roof, more subsidence, and a greater im- pact on surface topography and the water table. The reaction of ground water to subsi- dence in Illinois is being studied under Bureau-sponsored research, and the information will be available upon completion. FARMLANDS (1_1) The effects of mine subsidence on farm- lands in general depend on the type of 11 crops, soil character, hydrology, topog- raphy, and other environmental factors. To evaluate such effects requires an ex- tensive data base that does not now exist, although studies are underway. Some potential effects are — 1. Surface fissures creating paths to drain water from the topsoil, thereby causing drier surface soil conditions and erosion, which widens the cracks. 2. Changes in ground slope. Steepen- ing slope increases flow velocity, which enhances surface runoff and erodibility. Slope reduction could lead to water- logging and ponding of the soil and eventual crop reduction. 3. Changes in ground elevation or slope that may disrupt surface drainage and the hydraulic regime, thereby causing flooding or ponding, especially if natural topographical barriers to flow are lowered or the water table is shallow and underlain by an impermeable layer. 4. Decreases in soil fertility due to modification of the subsurface hydrology that results from downward migration of ground water through cracks. 5. Changes in ground water quality due to contact with toxic materials. 6. Occurrences of sinkholes, which may upset the normal drainage system through accumulation or loss of water. The USDA (12) related soil erosion po- tential to the Universal Soil Loss Equation. It further identifies slopes ranging from "gently sloping" to "moder- ately sloping" as those most susceptible to water and wind erosion. These slopes are in the range of 5 to 8 pet. Slopes of 6 to 8 pet displayed gradually in- creasing crop losses, but the loss in- creased much more rapidly with steeper slopes. Agricultural lands are classified by Guernsey (13) in relation to mine subsi- dence as prime and nonprime farmlands. Prime farmland has "the best combination of physical and chemical characteristics for producing food, feed, forage, fiber and oilseed crops. It is the land that gives the highest agricultural yield with minimum input when managed according to modern farming methods." Generally, prime farmland soils have slopes of less than 8 to 10 pet. Basically, subsidence damage to agri- cultural lands may result in the loss of use or reduced productivity, but the ex- tent of this effect is very site specific and, therefore, difficult to quantify in general terms. Ground movement changes the soil environment and the soil build- ing process, and unless the movement is quite severe, it may take many years to detect the changes resulting from subsi- dence. As long as positive drainage is maintained and surface slopes remain gen- tle enough to prevent erosion beyond what is acceptable, the impact of mined land subsidence on prime farmland should be minimal (13). CROPS In an unpublished preliminary report on the effects of high-extraction coal- mine-induced subsidence on crop produc- tion, Darmody (14) describes the test areas in Illinois selected to compare high-extraction retreat and longwall min- ing methods, and the procedures used to determine the differences in results. Preliminary results indicate that longwall-caused subsidence is much more obvious than that of high-extraction retreat mining; it is more clearly marked on the surface and especially on level divides or in bottoms. Although both types of mining make pre- viously wet soils wetter, high-extraction retreat mining wet areas are more random and less well defined than longwall wet areas. The orientation of mining panels tends to affect the severity of subsi- dence effects, in that mine panels run- ning with natural surface drainage seem to cause less impact than those running across the drainage. A subsided panel can change the local base of a stream running across it caus- ing ponding. This impact is greatest in areas of subtle topography, where subsi- dence of only a foot or two can change the drainage pattern of the entire watershed. Weather significantly affects subsi- dence impacts. In a particularly wet year the subsided area may never dry sufficiently to support crop growth; however, in a dry year the subsided 12 surface may be able to support vegetation that normally would not survive. A general conclusion concerning design criteria for longwall panels is that they should be oriented parallel to natural drainage patterns in areas of subtle to- pography to maintain positive drainage and potentially reduce surface crop dam- age. High-extraction retreat subsidence- induced effects, however, appear too random to generalize this type of conclu- sion, and more investigation is necessary to develop an innovative premine plan- ning system to ensure acceptable drain- age, as was generalized with long- wall orientation. ECONOMIC CONSIDERATIONS Surveys indicate that the most serious problems resulting from subsidence are depressions or potholes that cause water to stand, and the disruption of drainage patterns to either underground tile or surface drainageways (15). As a result, reduced crop yields and, in some cases, cases, complete crop loss have been reported. Restoration of land productivity af- fected by subsidence is accomplished by four main methods: 1. Restoring surface drainage is the most frequent method; it is most commonly accomplished by digging surface drainage ditches. 2. Replacing broken underground tile. 3. Use of mechanical equipment to fill depressions with soil from the surround- ing area. 4. Hauling in dirt from outside the area to fill depressions. The soils in Illinois were formed under varying conditions and, therefore, have differences in structure, texture, and potential agricultural yields. Of those areas where coal mining is practiced, north central, east central, and central Illinois have the high- est potential corn yields under a high level of management, which most successful farm operators now use. West central Illinois has moderately favorable productivity indexes and potential corn yields under high level management. Southwestern and southern Illinois soils are less productive, and potential corn yields under a high level of management are, therefore, lower than in the other areas (15). Poor drainage, whether natural or sub- sidence induced, will affect the timing and opportunity to perform field tillage and planting operations. Delayed spring planting caused by standing water and wet conditions affects plant growth and crop yield; the extent of such impacts has not yet been determined and will require carefully planned observation and analy- ses. The final evaluation must include both analysis of the effect on annual yields of major crops and the long-term effect on productivity, and the conser- vation of soil for use by future generations. Case examples from Illinois described by Guither (15) show crop yields affected by subsidence ranging from 30- to 100-pct reduction in productivity, depending on the location, topography, and rainfall. An interesting note is that in dry years subsided areas may show no impact as lit- tle water collects in the depressions. In fact, in dry areas subsidence-induced depressions may produce more than the surrounding area as they do collect mois- ture. However, in wet years the depres- sion may remain saturated for the entire growing season and totally eliminate crop production. The costs of reduced land productivity due to mined land subsidence fall basi- cally into two catagories: (1) loss of crop productivity and (2) restoration of damaged land to full productivity. There are additional costs to the community such as damage to public facilities, loss in land values, and loss in taxes. It seems highly probable that, with the advance of high-extraction coal raining in Illinois, the total amount of surface land affected by subsidence will become significant. Detailed analysis now in progress by the State should establish that amount and evaluate crop production loss due to subsidence associated with underground coal raining techniques. 13 BUREAU OF MINES AND STATE OF ILLINOIS SUBSIDENCE RESEARCH PROGRAM Cooperative research between the Bureau and the State of Illinois <16) has been initiated to develop techniques of reli- able subsidence prediction for high- extraction retreat and longwall mining methods. If successful, such prediction techniques will allow the use of high- extraction mining, which will cause planned, immediate subsidence with mini- mal impact on surface crop productivity. The Bureau is currently involved in four areas: (1) analysis of geomechanical and subsidence profile data, (2) prediction and modeling of subsidence, (3) assess- ment of stability problems in mines, and (4) characterization of structural foun- dation response to subsidence. The Bureau is cooperating with the State of Illinois in developing data bases for geomechanical properties of the overburden and subsidence profile char- acteristics. The Bureau-sponsored re- search program will increase the data base available in the State for analyzing overburden response to high-extraction mining methods by monitoring the overbur- den and ground surface over an existing high-extraction mine. The development of prediction and mod- eling techniques will visually demon- strate what may happen under various min- ing and geological conditions in Illinois coal mines. Models can be excellent guides, and the ability to predict hydro- logical changes caused by surface eleva- tion changes is necessary for the plan- ning of mining operations to minimize impacts on surface drainage patterns. A computer program is being developed to model subsidence-related changes in slopes and elevations. Initially sched- uled to be based on previously monitored longwall panels from southern Illinois, the final model will incorporate data from a 10-mi 2 area to ensure that all programs in the model are functional. Ideally, the final model will select a compromise between (1) no raining with no subsidence and (2) full-extraction min- ing with maximum subsidence, such that positive drainage is maintained or reestablished after the surface has been stabilized and maximum crop production is assured. A research program is underway to mon- itor seven subsidence sags that have de- veloped during the past 20 yr over a room-and-pillar mine. These sags have affected surface drainage. The sags probably resulted from subsidence due to pillar punching and time-related roof and floor squeeze, and depressions gradually developed on the surface. The research is designed to determine why abandoned room-and-pillar mines in Illinois become unstable, collapse, and create subsi- dence-related problems such as impacted surface drainage. Another Bureau-sponsored research proj- ect, at Southern Illinois University at Carbondale, is designed to assist in the characterization of pillar strength and stability problems for improvements in the design of planned and unplanned sub- sidence. Combined with State-sponsored work of the physical and mechanical prop- erties of floor materials, this research will aid in pillar stability analysis for mine design. Mine planners using high-extraction methods need to know how long subsidence- related movement will continue so that repairs to structures and farmland will not be made until the area is stable. The Bureau is investigating the duration of ground movement from high-extraction mining in Illinois. Generally, when coal is extracted from an area in Illinois, caving and surface movement happen rap- idly. Most existing data indicate that 95 pet of movement occurs within 90 days of mining, but because the caved rock continues to settle and compact under its own weight, small movements may occur for years after the raining front has passed. Acceptable limits of residual movement need to be established such that needed restoration can take place as quickly as possible. The University of Illinois at Urbana- Champaign ( 17 ) is researching the effects of planned subsidence resulting from high-extraction underground coal raining on subsequent agricultural suitability 14 and productivity. Mined and unmined lands are being surveyed, and the effects of subsidence on crop growth will be determined. Future Bureau and Bureau-sponsored re- search will include developing subsidence prediction methods for the mining and geologic conditions in Illinois. More accurate analytical methods need to be developed, and these must be based on an understanding of how geological factors affect the migration of strata movements from the mine itself to the resulting surface profile. Subsidence prediction along with more complete geomechanical data must ultimately form the basis for mine and mining plan guidelines that will minimize the impacts of subsidence on the ability of overlying prime farmlands to sustain maximum crop production. SUMMARY AND CONCLUSIONS Generally, the Illinois Coal Basin is a broad, spoon-shaped trough of sediments containing anticlinal folds of gentle slope with less than 200 ft of relief. The topography ranges from flat to roll- ing with glacial till soils ranging from 600-ft deep in the northern and central parts to less than 50-ft deep in southern Illinois. Most of the mapped coal reserves are in the middle portion of the Pennsylvanian System, underlying the southern two- thirds of the State. Overlying shales are generally 20- to 40- ft thick, and underlying clays are only 2- to 5- ft thick. Ground water is contained in the glacial overburden to a level of 2 to 15 ft below the surface and is highly dependent on surface recharge. Retreat room-and-pillar and longwall are the two high-extraction underground coal mining methods used in Illinois. Both methods are high recovery systems, and their resulting subsidence and sur- face profiles can be similar. Subsidence from underground mining in western Pennsylvania disturbs the over- lying ground water by opening fractures in the strata and allowing the water to drain into lower strata and ultimately into the mine. After mining, the over- lying structure generally heals with time due to settling and compression, and the ground water level is restored by re- charge. The water may or may not reach its former level, depending on the new hydrologic balance. The potential effects of high-extrac- tion mining subsidence on the ground water in Illinois may be somewhat dif- ferent. The shale layers above the cav- ing zone and the overlying strata are flexible and tend to sag over the mined- out area, with only minor fracturing. If the subsided area quickly heals itself, the ground water in the glacial till may be restored to its former level; and, since the normal level is close to the surface, the new water level may exceed the subsided ground level. The results could then be highly saturated soils and ponding conditions that would severely reduce crop production. Good plant growth requires well-drained to moderately well-drained soil with good soil moisture consistency and texture. There should be at least 30 in of soil above a hard layer, and the surface slope should be less than 10 pet. Most im- portantly in Illinois, seasonal water tables need to be far enough below the ground surface to allow for good root development. Erosion is the single process that is most destructive to a soil, as it reduces the soil's productivity by removing nu- trients and structure that are contained in the upper soil layers. Erosion is mainly dependent on the soil unit, rain- fall, and topography. Of those three factors, only topography (i.e., slope) is controllable and directly affectd by mine subsidence. High-extraction underground coal mining subsidence in Illinois gener- ally results in minor slope changes and, therefore, negligible changes in the erosion potential. The major impact is on drainage, and where the topography is extremely flat, a small change in slope may result in a change from positive to negative drainage. As long as positive drainage is maintained, however, a small change in slope should not severely affect crop production. The Bureau and the State of Illinois are cooperating on research to develop techniques for reliable subsidence pre- diction for high-extraction retreat room- and-pillar and longwall mining meth- ods in Illinois. Successful prediction techniques will allow the use of 15 high-extraction mining methods, resulting in planned, immediate subsidence with minimal impact on surface crop produc- tion. The cooperative program will result in mining plans that maximize both coal production and subsequent crop pro- duction in the prime farmland areas. REFERENCES 1. Guither, H. D. , J. Hines, and R. Bauer. The Economic Effects of Under- ground Mining Upon Land Used for Illi- nois Agriculture (Univ. IL at Urbana- Champaign, Dep. Agric. Econ. , and the IL State Geol. Surv. ) IL Dep. Ener. and Nat. Resour. , Doc. 85/01, Feb. 1985, 185 pp. 2. O'Rourke, T. D. , and S. M. Turner. Longwall Subsidence Patterns: A Review of Observed Movements, Controlling Param- eters, and Empirical Relationships. Sch. Civil and Environ. Eng. , Cornell Univ. , Ithaca, NY, Geotech. Eng. Rep. 79-6, Nov. 1979, 82 pp. 3. Olson, G. W. Soils and the Envi- ronment, A Guide to Soil Surveys and Their Applications. Dowden & Culver, Inc. , 1981, 178 pp. 4. U.S. Department of Agriculture. Soil Survey Manual. Agric. Handbook. 18, 1962 (reissued), 503 pp. 5. . Guide for Interpreting En- gineering Uses of Soils. 1971, 87 pp. 6. Sarkar, P. K. , 0. W. Bidwell, and L. F. Marcus. Selection of Character- istics for Numerical Classification of Soils. Proc. Soil Sci. Soc. America, v. 30, 1966, pp. 269-272. 7. Peng, S. S., and S. L. Cheng. Prediction of Surface Subsidence Profile Due to Underground Coal Mining. Dep. Min. Eng., Coll. Min. and Ener. Res., WV Univ. , Tech. Rep. TR 80-5, Dec. 1980, 46 pp. 8. Bauer, R. A., and S. R. Hunt. Pro- file, Strain, and Time Characteristics of Subsidence From Coal Mining in Illinois. Paper in Proceedings of Workshop on Sur- face Subsidence Due to Underground Min- ing, ed. by S. S. Peng and M. Harthill (Morgantown, WV, Dep. Miner. Eng. Resour. , WV Univ. , Mar. 218. 9. Janes, J. Longwall Mining Ben Coal Co. ). v. 1, 105 pp. ; v Nov. 30-Dec. 2, 1981). , Coll. Miner, and Ener. 1982, pp. 207- R. A Demonstration of (contract J0333949, Old BuMines OFR 86-85, 1983, 2 (appendix), 372 pp. 10. Pennington, D. , J. G. Hill, G. J. Burgdorf, and D. R. Price. Effects of Longwall Mine Subsidence on Overlying Aquifers in Western Pennsylvania (con- tract J0199063, SMC Martin Inc.). Bu- Mines OFR 142-84, 1984, 149 pp.; NTIS PB 84-236710. 11. Singh, M. M. , and S. Bhattacharya. Proposed Criteria for Assessing Subsi- dence Damage to Renewable Resource Lands. Soc. Min. Eng. AIME preprint 84-391, 1984, 7 pp. 12. U.S. Department of Agriculture. Land-Capability Classification. Agric. Handbook 210, 1973, 21 pp. 13. Guernsey, L. , P. Mausel, and J. Oliver. An Overview of the Factors Involved in the Restoration of Mined Prime Farmland. Committee on Interior and Insular Affairs, Subcommittee on Energy and the Environment. 96th Congr. , 1st sess., serial 96-4, Mar. 1979, pp. 577-580. 14. Darmody, R. G. , I. J. Jansen, and N. T. Patterson. Effects on High Extrac- tion Coal Mine-Induced Subsidence on Crop Production. Prelim. Rep. to the Illinois Mine Subsidence Research Program Advisory Committee, Aug. 29, 1985, 3 pp.; available from R. G. Darmody, Dep. Agron- omy, Univ. IL at Urbana-Champaign. 15087 21' 16 15. Guither, H. D. The Economic Ef- fects of Subsidence From Underground Coal Mines on Agricultural Land in Il- linois (contract H0222010, Univ. IL at Urbana-Champaign). BuMines OFR 186-84, 1984, 60 pp.; NTIS PB 85-109296. 16. Wade, L. V., and J. J. Olson. Productivity, Safety, and Environment — A Coordinated Approach for Improving Coal Mining Technology. Paper in Proceedings of Ninety-Third Annual Meeting of the Illinois Mining Institute (Springfield, IL, Oct. 31-Nov. 1, 1985). IL Min. Inst., 1986, pp. 21-44. 17. Bauer, R. A. (Illinois State Geo- logical Survey Division). Private com- munication, Nov. 4, 1985; available upon request from David L. Veith, BuMines, Minneapolis, MN. US. GOVERNMENT PRINTING OFFICE: 1 987 - 605-01 7/6001 INT.-BU.OF MINES,PGH.,PA. 28399 U.S. Department of the Interior Bureau of Mines— Prod, and Distr. Cochrane Mill Road P.O. Box 18070 Pittsburgh, Pa. 15236 OFFICIAL BUSINESS PENALTY FOR PRIVATE USE. $300 ^ Do not wish to receive this material, please remove from your mailing list* "2 Address change. Please correct as indicated* AN EQUAL OPPORTUNITY EMPLOYER -v o* +*- * A 9^ ■* *^, • • • » v ' "*^ k ' *<. 4T * . > v v . ^^ •«•- v** • ^&- \/ •*»•- %/ MAY-JUNE' i?. «,."<* LIBRARY OF CONGRESS 002 953 939 A i