Page 270 - Advances In Productive, Safe, and Responsible Coal Mining
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Sustainable coal waste disposal practices                         249


                                                    Water supply well
                      Runoff                        (Make-up water)
                                    Fresh water     (optional)
                                    impoundment
             Wash plant supply water
                       Runoff                           Coarse coal refuse embankment
                             ROM
                             coal       Coal                   Coal slurry
                                        preparation
                                                               impoundment
                                        (wash) plant
                       Runoff                                  or dewatered
                             Clean                             FCPW fill
                             coal
              Sedimentation  Coal stockpiles
              impoundment
                                         Thickener
                               Mine water
                               supply well
                               (dust control)
                               Mine
                               dewatering                 Slurry
                               well                       dewatering
                                        Alternative slurry  facility
                                        processing strategies
                                   Slurry impoundment decant water and runoff
             NPDES discharge (periodic blowdown)—Possible discharge to a mixing zone
           Fig. 13.1 Schematic of typical coal mine surface support facilities [9].


           to the process of obtaining permits for constructing slurry impoundments, many mines
           have turned to the disposing of FCPW in older abandoned mine workings such as
           underground shafts and tunnels or the final cut of a surface mine. This has led to sta-
           bility problems (e.g., reduced bearing capacity of clay strata below the coal seam) in
           underground mines and groundwater contamination problems at both surface and
           underground mines. Both problems arise from high water content in the FCPW.
           Addressing that issue has been the focus of research on constructing monofill refuse
           piles from a blend of CCPW and dewatered FCPW, which will be covered later in this
           chapter.
              The combined trends of mining thinner coal seams with larger, stronger, fully
           mechanized equipment have increased the percentage of coal refuse to as much as
           50% of the ROM product. These trends, coupled with more stringent regulations to
           control air, water, and land pollution, have complicated the already challenging prob-
           lem of disposing of coal refuse in a safe and environmentally acceptable manner. As a
           result, backfilling, long considered cost prohibitive for coal mines, is becoming more
           economically attractive [10]. Testing has concluded that if improved ground control is
           the only reason for backfilling, coal refuse alone does not appear to be a suitable back-
           filling material; however, if rising coal refuse disposal costs can be abated, then it
           becomes much more attractive [11]. The authors believe that the greatest potential
           advantage offered by backfilling is increased resource recovery, but this concept still
           needs to be demonstrated in the field. This will also be discussed later in this chapter.
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