2008
DOI: 10.1016/j.geomorph.2007.08.003
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Net local removal of floodplain sediment by river meander migration

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Cited by 145 publications
(124 citation statements)
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“…Following previous approaches (e.g, Malmon et al, 2003;Lauer and Parker, 2008b;Pizzuto et al, 2014), we defined a characteristic length scale over which eroded sediment particles are transported before being re-deposited. While particles are transported variable distances (depending for example on particle size and current velocity), we made the simplifying assumption that the spread of the distribution of transport lengths is small relative to the mean transport length.…”
Section: Model For the Number Of Storage Eventsmentioning
confidence: 99%
“…Following previous approaches (e.g, Malmon et al, 2003;Lauer and Parker, 2008b;Pizzuto et al, 2014), we defined a characteristic length scale over which eroded sediment particles are transported before being re-deposited. While particles are transported variable distances (depending for example on particle size and current velocity), we made the simplifying assumption that the spread of the distribution of transport lengths is small relative to the mean transport length.…”
Section: Model For the Number Of Storage Eventsmentioning
confidence: 99%
“…This tool computes migration distance at userspecified intervals along the river (every 10 m in this study) between two points in time. The tool also extracts bank elevations at each node from high-resolution ground elevation data and combines the migration rate with the difference in bank elevation to compute local, net sediment contributions from stream banks [Lauer and Parker, 2008a].…”
Section: Sediment Storage In the Uplands And Fluvial Networkmentioning
confidence: 99%
“…1). The model assumes steady state between sediment flux from bank erosion and bar deposition, a simplification termed quasisteady state, which is valid for most fluvial conditions (Lauer and Parker, 2008). This assumption may not be valid for short periods, but on timescales encompassed by channel belt formation from sediment accumulation and aggradation (~ 10 4 y), the vertical accretion of floodplains is counterbalanced by the lateral erosion of the exposed bank (Wolman and Leopold, 1957;Trimble, 1995;Bridge, 2003;Meade, 2007).…”
Section: Model Setupmentioning
confidence: 99%