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                                                         Groundwater quality and contaminant hydrogeology  229



                                                                                               BO X
                     Continued
                                                                                               6.5

                     aeration, flocculation and settlement, and passive techniques, such
                     as constructed wetlands, inorganic media passive systems (Fig. 4)
                     and subsurface flow, bacterial sulphate reduction systems. Unless
                     the metal loadings are particularly high, in which case active treat-
                     ment can be a cost-effective solution in the long term, passive treat-
                     ment is increasingly the preferred option (Gandy & Younger 2003).
                     In practice, mine water remediation should allow for active treat-
                     ment of discharges for the first decade or two, followed by long-term
                     passive treatment after asymptotic pollutant concentrations are
                     attained (Wood et al. 1999).













                     Fig. 4 (right) Limestone filter installation sited upstream of Cwm
                    Rheidol, west Wales, to precipitate metals contained in ochreous
                    acid mine drainage resulting from the flushing of ferrous sulphate
                    and sulphuric acid (the products of oxidation of pyrite and
                    marcasite during dry-working of mines) and issuing from the
                    abandoned mine adits and spoil heaps in the Ystumtuen area.
                    The acidified water dissolves heavy metals such as Pb, Zn, Cd
                    and Al which enter the river system, the effect of which has been
                    detected 16 km downstream of the mined area with a pH as low
                    as 2.6 (Fuge et al. 1991).


                   alternative to petroleum-based decreasing solvents   1960s, both TCE and PCE have begun to be replaced
                   in the metal processing industry. Until about 1970,  by the less toxic 1,1,1-trichloroethane (TCA) and
                   trichloroethene (TCE) and tetrachloroethene (PCE)  1,1,2-trichlorotrifluoroethane (Freon 113).
                   were predominantly used, the latter also in dry clean-  Hydrocarbons include petrol, aviation fuel, diesel
                   ing applications. TCE and PCE degrade extremely  and heating oils. As a group, their physical character-
                   slowly, and some of the degradation products may be  istics are variable, particularly that of viscosity; but all
                   more toxic, soluble and mobile than the parent com-  have a density less than water, and a heterogeneous
                   pounds. For example, tetrachloroethene can be pro-  composition dominated by pure hydrocarbons. In
                   gressively de-halogenated, first to trichloroethene,  the context of groundwater, regulation is aimed prim-
                   then to dichloroethene, and finally to carcinogenic  arily at taste and odour control (guideline values
                   vinyl chloride. From the mid-1970s, concern was  are given in Appendix 9). Sources of contamination
                   expressed about the potentially carcinogenic effects  include oil storage depots, cross-country oil pipelines,
                   of TCE, PCE and carbon tetrachloride (CTC) at trace  service stations, tanker transport and airfields.
                   level concentrations in drinking water, and the WHO  In a further survey of the Birmingham Triassic
                                                       −1
                                        −1
                   set guide values of 70 µgL for TCE, 40 µgL for  sandstone aquifer in the English Midlands (Rivett
                   PCE and 2 µgL −1  for CTC (Appendix 9). Since the  et al. 1990), almost half of the 59 supply boreholes
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