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Water quality and treatment of river bank filtrate

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Academic year: 2020

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Figure

Figure 1. Layout of the Reijerwaard RBF site (51◦52′ N, 4◦35′ E, left) and cross-section of the abstraction of river bank filtrate and PW(right); wells were placed perpendicular to the river to create a larger attenuation (more variation in travel times).
Figure 2. Hydrological characteristics and concentrations in raw water of individual production wells at Oasen WTP Reijerwaard; concen-trations are averages for 2005–2009.
Figure 3. Water qualities of individual wells at the Oasen WTP Reijerwaard; relationship between sulfate and methane; methane and iron;ammonium and iron; averages for 2005–2009.
Figure 4. Artist impression of a conventional groundwater treatment system in the Netherlands with submerged sand filters.
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