Development of Suspended Sediment Concentration Profilesby Cesar Mendoza-Cabrales, Columbia Univ, New York, United States,
Document Type: Proceeding Paper
Part of: Hydraulic Engineering
Abstract: This paper deals with the adjustment of suspended sediment concentration profiles in a fully developed, steady, uniform two-dimensional turbulent open channel flow without initial sediment load. The analysis starts from the convection-diffusion equation and follows an approach formulated by Shvets (1949) to solve boundary layer problems. The results extend previous analytical solutions by Mei (1969) and Hjelmfelt and Lenau (1970).
Subject Headings: Two-dimensional flow | Turbulent flow | Boundary layers | Flow profiles | Fluid flow | Channel flow | Suspended sediment | Water flow
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