摘要
Transport of suspended sediment in open channel flow has an enormous impact on real life situations,viz.control and management of reservoir sedimentation,geomorphic evolution such as dunes,rivers,and coastlines etc.Transport entails advection and diffusion.Turbulent diffusion is governed by the concept of Fick’s law,which is based on the molecular diffusion theory,and the equation that represents the distribution of sediment concentration is the advection-diffusion equation.The study uses the existing governing equation which considers different phases for solid and fluid,and then couples the two phases.To deal with high-concentrated flow,sediment and turbulent diffusion coefficients are taken to be different from each other.The effect of hindered settling on sediment particles is incorporated in the governing equation,which makes the equation highly non-linear.This study derives an explicit closed-form analytical solution to the generalized one-dimensional diffusion equation representing the vertical sediment concentration distribution with an arbitrary turbulent diffusion coefficient profile.The solution is obtained by Homotopy Analysis Method,which does not rely on the small parameters present in the equation.Finally,the solution is validated by comparing it with the implicit solution and the numerical solution.A relevant set of laboratory data is selected to check the applicability of the model,and a close agreement shows the potential of the model in the context of application to high-concentrated sediment-laden open channel flow.
