Page 253 - Hydrogeology Principles and Practice
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HYDC06  12/5/05  5:34 PM  Page 236






                 236    Chapter Six






















































                 Fig. 6.22 Landfill leachate contamination of groundwater in a lacustrine sand aquifer at Villa Farm, West Midlands, showing (a) the
                 distribution of chloride concentration along a vertical cross-section of the pollution plume as determined by borehole (BH) sampling and
                 (b) a schematic diagram showing the transition from oxidizing conditions in the background, uncontaminated groundwater to the heavily
                 polluted and highly reducing zone near the lagoons at the base of the aquifer. After Williams et al. (1991).


                 ated sediments of the drain field supplies oxygen for  septic systems due to a lack of labile organic carbon in
                                                     +
                 aerobic oxidation of organic carbon and NH and   natural settings. Without natural attenuation by deni-
                                                     4
                 a consequent decrease in waste water alkalinity. The  trification, it is quite likely that in unconfined sand
                                  +
                 nitrate formed by NH oxidation in this zone is the  aquifers common in North America, the typical mini-
                                  4
                 primary and generally unavoidable adverse impact   mum permissible distance between a well and septic
                 of septic systems at most sites (Fig. 6.24). In the third  tank (25–35 m) will not be sufficient to provide pro-
                 zone, nitrate is reduced to N by the anaerobic pro-  tection against nitrate contamination by dispersive
                                       2
                 cess of denitrification, although rarely found below  dilution alone (Robertson et al. 1991).
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