Hydrogeology of the vicinity of Homestake mine, South Dakota, USA |
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Authors: | Larry C. Murdoch Leonid N. Germanovich Herb Wang T. C. Onstott Derek Elsworth Larry Stetler David Boutt |
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Affiliation: | 1. Environmental Engineering and Earth Science Department, Clemson University, 340 Brackett Hall, Clemson, SC, 29631, USA 2. School of Civil and Environmental Engineering, Georgia Institute of Technology, Mason 212 Building, Atlanta, GA, 30332, USA 3. Department of Geosciences, A254 Weeks Hall, University of Wisconsin, Madison, 1215 West Dayton Street, Madison, WI, 53706-1692, USA 4. Department of Geosciences, Princeton University, Guyot Hall, Princeton, NJ, 08544, USA 5. Department of Geosciences, Penn State University, 231 Hosler Building, University Park, PA, 16802-5000, USA 6. Geology and Geological Engineering Department, South Dakota School of Mines, 501 E. St. Joseph St, Rapid City, SD, 57701, USA 7. Department of Geosciences, University of Massachusetts-Amherst, 248 Morrill IV-South, 611 North Pleasant Street, Amherst, MA, 01003-929, USA
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Abstract: | The former Homestake mine in South Dakota (USA) cuts fractured metamorphic rock over a region several km2 in plan, and plunges to the SE to a depth of 2.4 km. Numerical simulations of the development and dewatering of the mine workings are based on idealizing the mine-workings system as two overlapping continua, one representing the open drifts and the other representing the host rock with hydrologic properties that vary with effective stress. Equating macroscopic hydrologic properties with characteristics of deformable fractures allows the number of parameters to be reduced, and it provides a physically based justification for changes in properties with depth. The simulations explain important observations, including the co-existence of shallow and deep flow systems, the total dewatering flow rate, the spatial distribution of in-flow, and the magnitude of porosity in the mine workings. The analysis indicates that a deep flow system induced by ~125 years of mining is contained within a surface-truncated ellipsoid roughly 8 km by 4 km in plan view and 5.5 km deep with its long-axis aligned to the strike of the workings. Groundwater flow into the southern side of the workings is characterized by short travel times from the ground surface, whereas flow into the northern side and at depth consists of old water removed from storage. |
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