2013
DOI: 10.1080/00221686.2013.805311
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Coupling between flow and sediment deposition in rectangular shallow reservoirs

Abstract: Flow velocity and sedimentation patterns were investigated experimentally and numerically in shallow rectangular reservoirs with different asymmetric locations of the inlet and outlet channels. Velocity fields were measured in the entire reservoir, both for clear water flow and with suspended sediments. Thickness of sediment deposits was mapped in the whole reservoir by means of a laser light method. In one of the studied geometric configurations, injection of suspended sediments led to a complete change in th… Show more

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Cited by 32 publications
(20 citation statements)
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“…Two positions must be taught: the first Teach-in position aligns with 0 V (or 4 mA), the second position aligns with 10 V (or 20 mA), therefore the current or voltage output adapts to the new range [5]. Finally, based on the characteristic calibration line of the laser, the output voltage can be linked to the distance of the laser light source to the top of the sediment deposit and consequently, the thickness of the deposit can be calculated [7].…”
Section: Pulsed Red Laser Diodementioning
confidence: 99%
“…Two positions must be taught: the first Teach-in position aligns with 0 V (or 4 mA), the second position aligns with 10 V (or 20 mA), therefore the current or voltage output adapts to the new range [5]. Finally, based on the characteristic calibration line of the laser, the output voltage can be linked to the distance of the laser light source to the top of the sediment deposit and consequently, the thickness of the deposit can be calculated [7].…”
Section: Pulsed Red Laser Diodementioning
confidence: 99%
“…Shallow flows are predominant in nature and also emerge in many engineering applications such as sudden expansions (Shapira et al, 1990), compound channels (Chu et al, 1991;Ghidaoui and Kolyshkin, 1999), storage chambers (Adamson et al, 2003;Stovin and Saul, 1996), settling tanks (Frey et al, 1993), shallow reservoirs sedimentation (Camnasio et al, 2013;Dufresne et al, 2012;Kantoush et al, 2008aKantoush et al, , 2010 and sediment flushing (Esmaeili et al, 2014b;Kantoush and Schleiss, 2009). …”
Section: Introductionmentioning
confidence: 98%
“…The model was extensively validated for inundation modelling along over 1300 km of rivers (Erpicum et al, 2010a, b), as well as for other complex turbulent flow (Camnasio et al, 2013;Dewals et al, 2008;Erpicum et al, 2009;Roger et al, 2009). It provides detailed spatially distributed results throughout the floodplains (Beckers et al, 2013;Dewals et al, 2011;Ernst et al, 2010).…”
Section: Inundation Modellingmentioning
confidence: 99%