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HYDC08  12/5/05  5:31 PM  Page 292






                 292    Chapter Eight


                                                             20 hours to 3 months at the site of a riverbank filtra-
                                                             tion scheme in south-west Ohio (Sheets et al. 2002),
                                                             with shorter and more consistent travel times ob-
                                                             tained under conditions of continuous pumping.
                                                               Diffuse sources of contamination in catchment
                                                             runoff, especially from agricultural activities, can
                                                             adversely affect river water quality and therefore
                                                             bank filtrate. The study by Grischek et al. (1998)
                                                             demonstrated the potential for denitrification at a
                                                             sand and gravel aquifer site on the River Elbe in east-
                                                             ern Germany where both dissolved and solid organic
                                                             carbon within the aquifer act as electron donors.
                                                             Verstraeten et al. (2002) reported changes in con-
                                                             centrations of triazine and acetamide herbicides at a
                                                             well-field on the River Platte in Nebraska and showed
                                                             that parent compounds were reduced by 76% of the
                                                             river water value (with a third of this due to riverbank
                                                             filtration) but that increases in concentrations of
                                                             specific metabolite compounds were identified after
                                                             riverbank filtration and ozonation treatment.
                                                               Polar organic molecules are an increasingly prob-
                                                             lematic class of contaminants for riverbank filtration
                 Fig. 8.7 Schematic diagram depicting the evolution of dissolved  schemes and include several pharmaceutically active
                 oxygen, nitrate, dissolved manganese and dissolved organic
                                                             compounds (PhACs) that are discharged almost
                 carbon along a flowpath during riverbank filtration. Dissolved
                                                             unchanged from municipal sewage treatment plants.
                 oxygen becomes significantly depleted in the river bed sediments
                 after a few metres of infiltration. Under these anoxic conditions,  Heberer (2002) reported monitoring studies carried
                 the microbial activity of denitrifying bacteria further decreases  out in Berlin where PhACs such as clofibric acid (a
                 the groundwater redox potential leading to mobilization of the  blood lipid regulator used in human medical care),
                 surface coatings of manganese and iron oxy-hydroxides causing a
                                                             diclofenac and ibuprofen were detected at individual
                 significant reduction in water quality. With further distance from
                                                             concentrations of up to several  µgL −1  in ground-
                 the river bed, microbial activity decreases as a result of a decline
                 in available electron donors. If the groundwater abstraction is  water samples from aquifers near to contaminated
                 non-continuous, or there are strong fluctuations in the river  water courses. It is therefore apparent that several
                 water level, a zone could potentially develop near the well where  drug residues are not eliminated during recharge
                 riverbank filtrate or groundwater flow temporarily results in
                                                             through the subsoil (Heberer 2002).
                 fluctuations in microbial activity and redox conditions that can
                                                               For the future optimization and protection of
                 affect manganese and iron reduction and precipitation. After
                 Tufenkji et al. (2002).                     riverbank filtration schemes, further research is
                                                             required to quantify chemical reaction rates and
                 within two main zones: the biologically active colma-  microbial degradation, especially in the river bed, and
                 tion layer, where intensive degradation and adsorption  to include the effects of pH and redox controls, the
                 processes occur within a short residence time; and  behaviour and importance of biofilms, the fate of
                 along the main flowpath between the river and abstrac-  micropollutants and persistent compounds such as
                 tion borehole where degradation rates and sorption  PhACs, and the mobility, adsorption and inactivation
                 capacities are lower and mixing processes greater. In  of viruses, pathogens and protozoa. The develop-
                 general, the distance between production wells and  ment of risk quantification methods, for example
                 the river or lake bank is more than 50 m with typical  identification of relevant compounds and metabol-
                 travel times of between 20 and 300 days (Grischek   ites, and appropriate alarm systems are also required
                 et al. 2002). Travel times based on measurements   to ensure the long-term sustainability of riverbank
                 of specific conductance ranged from approximately   filtration schemes (Hiscock & Grischek 2002).
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