River Flow 2014 2014
DOI: 10.1201/b17133-130
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Quantification of suspended load, sinks and sources for a sediment budget of the German river Rhine

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“…This method relies on the assumption that between two measurements in time the bed elevation profile is shifted downstream, while the shape of the dunes remains relatively constant (Ten Brinke et al., 1999). To delete spurious results, the maximum displacement was capped at the mean length of the dunes (Gehres et al., 2013). The dune celerity was determined by dividing the displacement over the time interval in days between the two measurements.…”
Section: Dune Analysis Methodsmentioning
confidence: 99%
“…This method relies on the assumption that between two measurements in time the bed elevation profile is shifted downstream, while the shape of the dunes remains relatively constant (Ten Brinke et al., 1999). To delete spurious results, the maximum displacement was capped at the mean length of the dunes (Gehres et al., 2013). The dune celerity was determined by dividing the displacement over the time interval in days between the two measurements.…”
Section: Dune Analysis Methodsmentioning
confidence: 99%