Theoretical analysis on depth-integrated modelling of suspended sediment transport
- 1 May 1992
- journal article
- research article
- Published by Taylor & Francis in Journal of Hydraulic Research
- Vol. 30 (3) , 403-421
- https://doi.org/10.1080/00221689209498927
Abstract
The depth-integrated model for suspended sediment transport based on the asymptotic solution of the convection-diffusion equation developed by Galappatti (Galappatti and Vreugdenhil, 1985) is generalized. The validity and applicability of the generalised model is studied by analysing the convergence of the asymptotic solution and the morphological behaviour of the model.Keywords
This publication has 3 references indexed in Scilit:
- A depth-integrated model for suspended sediment transportJournal of Hydraulic Research, 1985
- Two‐D Flow with Sediment by Characteristics MethodJournal of Hydraulic Engineering, 1984
- Unsteady Transport of Suspended Load at Small ConcentrationsJournal of Hydraulic Engineering, 1983