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                 288    Chapter Eight


                 Cryptosporidium). Current efforts to address the regu-  known. Flow conditions during riverbank filtration
                 lation of riverbank filtration focus on the removal   are commonly described using interpretations of water-
                 of microbial pathogens and are contained in the  level measurements and hydrogeological modelling.
                 Proposed Long Term 2 Enhanced Surface Water  An important factor is the formation of the colmation
                 Treatment Rule (LT2ESWTR) of the United States  layer at the interface between surface water and
                 Environmental Protection Agency (2001).     groundwater. This layer has a reduced hydraulic con-
                   Riverbank filtration can occur under natural con-  ductivity due to clogging from the input and pre-
                 ditions or be induced by lowering the groundwater  cipitation of sediment particles, micro-organisms and
                 table below the surface water level by abstraction  colloids, precipitation of iron and manganese oxy-
                 from adjacent boreholes. Typical flow conditions  hydroxides and calcium carbonates as well as gas bub-
                 associated with different types of riverbank filtration  bles. Schubert (2002) reported that the permeability
                 schemes are shown in Fig. 8.6. For the quantitative  of clogged areas varies with the dynamic hydrology
                 and qualitative management of riverbank filtration  and cannot be regarded as constant, particularly fol-
                 systems, the catchment zones, infiltration zones, mix-  lowing periods of flooding. The hydraulic conductiv-
                 ing proportions in the pumped raw water, flowpaths  ity of the river bed is therefore a principal factor
                 and flow velocities of the bank filtrate need to be  determining the volume of bank filtrate.



                                                                                             BO X
                  Riverbank filtration at the Düsseldorf waterworks, River Rhine, Germany
                                                                                             8.3

                  The Düsseldorf waterworks has been using riverbank filtration since  included poor river water quality, heavy clogging of the river bed
                  1870 and is the most important source for public water supply in  and accidental pollution, all of which have been overcome
                  this densely populated and industrialized region (Fig. 1). There have  (Schubert 2002). Until about 1950, the Düsseldorf riverbank filtra-
                  been several threats to this supply in the last few decades that have  tion scheme, like others in the Lower Rhine region, experienced





























                                                                            Fig. 1 Location map of the River Rhine at
                                                                            the Flehe waterworks, Düsseldorf. After
                                                                            Schubert (2002).
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