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u <br /> <br />3.3 Variable topography <br />Surface topography plays an important role, <br />influencing surface movement and fracturing. To <br />examine the influence of surface topography on <br />ground movements at BRL, the authors have <br />superimposed subsidence contours and overburden <br />thickness contours for two monitoring time frames <br />over the longwall block as illustrated in figure 5. In <br />addition, the location of geologic structures is shown <br />together with horizontal displacement vectors. The <br />subsidence contours are influenced by wide, <br />irregular monument locations selected to accommo- <br />date steep topographies; nevertheless, we consider <br />the contours useful for these comparisons. <br />Eiccluding multiple-seam mining areas, the maxi- <br />mum subsidence of 2.3 m (7.5 ft) occurred in panel <br />D8 at monument location 22D at the higher topog- <br />raphies (figure SGT. In contrast, at lowertopograph- <br />ies along panel D7, subsidence was much reduced, <br />to 1.7 m (5.5 ft) at monument 14D. This pattern of <br />localized movement is influenced by topography <br />and the orientation of a steep slope into the mined- <br />outlongwall panel. <br />Results clearly show horizontal displacement <br />concentrating at topographic highs. Over the western <br />panel boundaries at topographic highs, ground <br />moved downhill to the east and movement <br />diminished at topographic lows nearHubbard Creek <br />(figure SA). Similazly, horizontal movement <br />increased significantly toward the Freeman Gulch <br />drainage as the monuments to the north and south of <br />the gulch moved toward the drainage at low <br />elevations. This creates compression at the bottom <br />of the drainage, an assertion that is supported by the <br />lack of much observed surface cracking. The <br />topography dominates patterns of horizontal move- <br />ment. <br />Figure SB presents similar results after the 2003 <br />survey. During this period, the operator extracted <br />four longwall panels (D5, D6, D7 and D8). The <br />ground moved eastward at the western boundary of <br />the longwall panels and became insignificant near <br />Hubbard Creek. Maximum horizontal displacement <br />is now toward Sheep Corral Gulch. 1n this area, the <br />authors mapped several short faults. These faults do <br />not extend to the surface and thus are not believed to <br />have influenced horizontal movement significantly. <br />3.4 Surface fracturing <br />An annual subsidence crack survey is completed <br />over active longwall panel areas. The survey <br />includes the location, orientation, horizontal length, <br />and crack width. Mining-induced cracks form at <br />topographic highs over the panels, over the <br />gateroads, and at longwall boundaries. Repeated <br />inspections show many areas without surface <br />cracking. Overall, a higher percentage of cracks are <br />created over areas of shallow cover (less than 300 m <br />[ 1000 ft]). Seven percent of the cracks are reported <br />at higher topographies. <br />As illustrated in figure 6, crack orientation varies <br />considerably. Some are near-parallel with the <br />longwall boundaries, while others are influenced by <br />premining geologic structures, including N70°E <br />joints, N60°E normal faults, and perhaps east-west- <br />oriented strike-slip faults. Tensile cracks are <br />generally 2.5 to IS cm (1 to 6 in) wide and form at <br />an estimated tensile strain level of 0.003. <br />Monitoring indicates that cracks form in front of the <br />face and close as the surface goes from tension to <br />compression. Observations also suggest closing and <br />gradual healing of cracks in soils and weathered <br />bedrocks by natural caving of crack walls, in-filling <br />by sediments and organic material, and effects of <br />storm events. Cracks remain more noticeable in <br />brittle sandstones. <br />aso o i° <br />29i <br />zsa <br />zr9 <br />zs9 <br />25i <br />190 180 tI0 <br />Fig. 6. Rose diagram showing the orientation of surface <br />cracks <br />A -7 <br />eo <br />90 <br />mo <br />