2008
DOI: 10.1016/s1001-6279(08)60020-7
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Experimental and numerical modelling of sedimentation in a rectangular shallow basin

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Cited by 37 publications
(23 citation statements)
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“…Three-dimensional turbulence processes are partly accounted for through the two-length scale k-ε turbulence closure, as detailed below. Complementarily, in experimental work of Kantoush (2008) with a similar geometric setup, measured vertical velocity components using ultrasonic velocity profiler were verified to remain low compared to velocity components in the horizontal plane (Kantoush et al, 2008a) and two-dimensional numerical models were applied (Kantoush et al, 2008b), yet without careful consideration for the inflow boundary conditions as done here and in our previous work (Dewals et al, 2008). In the shallow-water approach, the friction makes the link between the bed shear stress and the depth-averaged velocity.…”
Section: Numerical Modelmentioning
confidence: 99%
“…Three-dimensional turbulence processes are partly accounted for through the two-length scale k-ε turbulence closure, as detailed below. Complementarily, in experimental work of Kantoush (2008) with a similar geometric setup, measured vertical velocity components using ultrasonic velocity profiler were verified to remain low compared to velocity components in the horizontal plane (Kantoush et al, 2008a) and two-dimensional numerical models were applied (Kantoush et al, 2008b), yet without careful consideration for the inflow boundary conditions as done here and in our previous work (Dewals et al, 2008). In the shallow-water approach, the friction makes the link between the bed shear stress and the depth-averaged velocity.…”
Section: Numerical Modelmentioning
confidence: 99%
“…assuming a plug flow); and therefore a detailed knowledge of the flow field developing in the reservoir is needed. It has been shown that this flow field is strongly influenced by the shape of the reservoir (Dufresne, Dewals, Erpicum, Archambeau, & Pirotton, 2010a;Kantoush, Bollaert, & Schleiss, 2008), the bottom roughness (Choufi, Kettab, & Schleiss, 2014) and the sediment load (Camnasio et al, 2013). In this study we focus on reservoirs with a relatively smooth bottom roughness without sediment loads.…”
Section: Introductionmentioning
confidence: 99%
“…The reviewed studies for sedimentation in shallow ponds involved experimental modeling in laboratory scale ponds, where the impact of environmental factors is minimal (Kantoush et al, 2008;Dufresne et al, 2010;Camnasio et al, 2013). The numerical model studies such as that of (Alvarado et al, 2012a;Ouedraogo et al, 2016;Coggins et al, 2017) looked at the impact of sludge accumulations in pond hydraulics, without accounting much for what influences the sludge accumulations.…”
Section: Introductionmentioning
confidence: 99%