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2 years after mining, depending on the production schedule. <br />Subsidence is defined by the subsidence factor and angle of draw. The subsidence <br />factor is the ratio of maximum vertical surface movement to seam mining height and is <br />often expressed as a percentage of mining height. The angle of draw identifies the limits <br />of surface movement beyond the mining boundaries underground. <br />Angle of critical deformation is similar to the angle of draw, but is measured to a <br />point of critical deformation with respect to existing structures. It is preferred by many <br />practitioners because it avoids shortfalls with the accuracy of surveying equipment. <br />Based on subsidence data from 40 longwall panels, Peng (1992) found that it is 10° less <br />than the angle of draw. <br />From a review of subsidence in the North Fork Valley and the analysis prepared by <br />Stewart (2006), a subsidence factor of 0.60 to 0.75 and an angle of draw of 15° to 30° <br />were chosen for modeling purposes at the Dove Gulch study area so that the dependency <br />of subsidence parameters to topographic conditions could be simulated realistically. <br />Significant subsidence beyond excavations is controlled by the angle of critical <br />deformation of 17°. <br />The predicted maximum subsidence is 9 ft near the center of the B8 panel. It <br />approaches 4 ft over the deeper gateroads. Predicted tensile strains reach levels that can <br />cause surface fractures. These are more likely to occur over panel boundaries and gate <br />roads. Many of the fractures should heal due to compression and settlement of the <br />surface, but some of the fractures will remain open, particularly to the east under shallow <br />cover. A few cracks could also form at topographic highs. <br />Expected significant surface movement beyond the underground mining boundaries <br />varies from 275 ft to the east to 700 ft to the northwest, with some variations to be <br />expected locally. <br /> <br />Maleki Technologies, Inc. Page 7 <br />