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1999
DOI: 10.1002/(sici)1099-1085(19991215)13:17<2769::aid-hyp898>3.0.co;2-x
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Sediment transport by overland flow over an area of net deposition

Abstract: Abstract:Flume studies were conducted in order to evaluate the in¯uence of slope, sediment size, discharge and in¯ow sediment concentration on sediment deposition by overland¯ow. Additionally, experiments were carried out to measure transport capacity of overland¯ow at low slopes, using a wide range of discharges. The experimental data show that the hydraulic conditions where net deposition occurs can be divided into two domains. The ®rst domain is characterized by hydraulic conditions where transport capacity… Show more

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Cited by 52 publications
(60 citation statements)
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References 25 publications
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“…Size-selectivity during the depositional process is directly related to the degree of (micro-) aggregation of the transported sediment. If sediments are fully dispersed, deposition is highly selective and the fine fraction will almost completely be removed (Beuselinck et al, 1999). However, as sediments are transported in (micro-)aggregated form, most of the fine fraction is (re-)deposited after the transport phase .…”
Section: Sediment and C Depositionsupporting
confidence: 75%
“…Size-selectivity during the depositional process is directly related to the degree of (micro-) aggregation of the transported sediment. If sediments are fully dispersed, deposition is highly selective and the fine fraction will almost completely be removed (Beuselinck et al, 1999). However, as sediments are transported in (micro-)aggregated form, most of the fine fraction is (re-)deposited after the transport phase .…”
Section: Sediment and C Depositionsupporting
confidence: 75%
“…Stream power calculations were used to ascertain whether entrainment in the overland flow contributed to soil erosion (Beuselinck et al, 1999;Kinnell, 2005). According to Beuselinck et al (2002) for loamy soils the critical stream power above which entrainment occurs is in the range 0.15-0.20 W m -2 .…”
Section: Overview Of the Experimentsmentioning
confidence: 99%
“…If the local stream power ( ) is less than a critical threshold ( cr ), re-entrainment does not occur and deposition of size class i is a function of its specific settling velocity (Beuselinck et al, 1999;Hairsine et al, 2002). If the local stream power exceeds this threshold value, a shielding factor H is calculated to decide whether net erosion or deposition occurs (Hairsine and Rose, 1992a):…”
Section: Modelling Erosion and Depositionmentioning
confidence: 99%
“…The grey area represents the range of possible settling velocities related to different proportions of primary particles or soil aggregates. Right y axis shows the settling velocity classes as implemented in the model for primary particles and aggregates (based on particle size distribution measurements conducted by Beuselinck et al, 1999). Luvisols, with a clay, silt and sand content of 14, 82, and 4 %, respectively (Desmet and Govers, 1997).…”
Section: Model Implementationmentioning
confidence: 99%
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