2002
DOI: 10.1016/s0022-1694(02)00162-2
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Development and application of a 1D floodplain sedimentation model for the River Rhine in The Netherlands

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Cited by 45 publications
(42 citation statements)
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“…The year-averaged sedimentation of 0.2 Mton/y for the reference situation with the current discharge regime equals 12% of the total sediment flux of 1.7 Mton/y of the River Waal. This is in close agreement with Asselman and van Wijngaarden (2002), who found a value of 13% using a 1D model for all Rhine distributaries together. These deposition values can be regarded as minimum values, because SEDIFLUX does not compute the deposition of sand.…”
Section: Biogeomorphological Changessupporting
confidence: 92%
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“…The year-averaged sedimentation of 0.2 Mton/y for the reference situation with the current discharge regime equals 12% of the total sediment flux of 1.7 Mton/y of the River Waal. This is in close agreement with Asselman and van Wijngaarden (2002), who found a value of 13% using a 1D model for all Rhine distributaries together. These deposition values can be regarded as minimum values, because SEDIFLUX does not compute the deposition of sand.…”
Section: Biogeomorphological Changessupporting
confidence: 92%
“…The total yearly suspended sediment load through the River Waal is 1.7 Mton. Deposition of suspended sediments on the floodplains amounts to 1.3 mm/y on average (Asselman and van Wijngaarden, 2002). Over the past century the Rhine water and sediments have been strongly contaminated.…”
Section: Scopementioning
confidence: 99%
“…The theoretical maximum trapping efficiency based on the settling velocity of the sediment, the residence time of water in the area, the water depth and water discharge entering or leaving the area, assuming that the suspended sediment is well-mixed across the water depth, reads (Chen 1975 in Asselman andVan Wijngaarden 2002):…”
Section: Discussionmentioning
confidence: 99%
“…Both features seem to have the same background. Conveyance losses of the IJssel River floodplains are clearly higher than those of the Waal River floodplains (Asselman & Van Wijngaarden, 2002). Retention of the suspended matter entering the river branch during a highmagnitude flood (7000 -9000 m 3 ·s -1 ) may reach 93% on the floodplains of the IJssel River branch, whereas this is only 8% for the total Waal River branch (Van der Lee et al, 2004).…”
Section: Variation In Downstream Trend In Sediment Depositionmentioning
confidence: 99%