2007
DOI: 10.1016/j.jhydrol.2007.06.031
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River sediment and flow characteristics near a bank filtration water supply: Implications for riverbed clogging

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Cited by 51 publications
(31 citation statements)
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References 18 publications
(31 reference statements)
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“…Any attempt made to recognize the dynamics of the processes forming the floodplain surface should be important in hydraulic and environmental engineering as well as in geological forecast concerning the effects of floodplain development [10,15,16].…”
Section: Introductionmentioning
confidence: 99%
“…Any attempt made to recognize the dynamics of the processes forming the floodplain surface should be important in hydraulic and environmental engineering as well as in geological forecast concerning the effects of floodplain development [10,15,16].…”
Section: Introductionmentioning
confidence: 99%
“…In this way, erosion processes will not be in equilibrium with the effects of deposition (Julien 2010, Sieben 1999. Therefore, the original vertical hydraulic conductivity will not be restored either (Goldschneider et al 2007), as discussed previously.…”
Section: Impact Of Floods On the Studied Systemmentioning
confidence: 95%
“…Most of the reduction took place within the first year due to riverbed clogging in the vicinity of the well. Clogging is time dependent and is a function of the bed material (Goldschneider et al, 2007;Rehg et al, 2005), the shear forces (Hubbs, 2006b;Schubert, 2006b) scouring out the deposited material on the riverbed (Hubbs, 2006a;Mucha et al, 2006), which are seasonally variable, and the content and composition of the suspended load and the transported bed load material (Bouwer, 2002;Holländer et al, 2005).…”
Section: Clogging and Self-cleansing In Rbfmentioning
confidence: 99%
“…This is due to the fact that the finer particles will be able to penetrate a greater distance into the gravel riverbed before clogging (Veličković, 2005). Consequently, there is a reduced chance of resuspension or scouring of these particles; the gravel bed acts as a protective shield from flow shear forces, and infiltration rates become permanently impaired (Goldschneider et al, 2007). In sandy and silty riverbeds, the clogging particles cannot penetrate as deeply, and a cake layer will be formed on the riverbed surface (Brunke, 1999;Veličković, 2005).…”
Section: Clogging and Self-cleansing In Rbfmentioning
confidence: 99%
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