Reinvestigating the Kinetic Model for the Suspended Sediment Concentration in an Open Channel Flow
Marco Dalla Via,
Rafik Absi
Abstract:The prediction of sediment transport, related to different environmental and engineering problems, requires accurate mathematical models. Most available mathematical models for the concentrations of suspended sediments are based on the classical advection diffusion equation, which remains not efficient enough to describe the complete behavior related to sediment–water two-phase flows and the feedback between the turbulent unsteady flow and suspended sediments. The aim of this paper is to reinvestigate the kine… Show more
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