DIFFUSION MODEL FOR AGGRADING CHANNELS
- 1 October 1983
- journal article
- research article
- Published by Informa UK Limited in Journal of Hydraulic Research
- Vol. 21 (5), 355-367
- https://doi.org/10.1080/00221688309499457
Abstract
Problem of aggradation in a rectangular channel of finite length due to overloading of sediment supply is formulated in terms of a diffusion type of partial differential equation and suitable initial and boundary conditions are identified. Analytical solutions are presented for computations at large and small values of time.Keywords
This publication has 7 references indexed in Scilit:
- An error function solution of sediment transport in aggrading channelsJournal of Hydrology, 1981
- Laboratory study of aggradation in alluvial channelsJournal of Hydrology, 1981
- Development of longitudinal profiles of alluvial channels in response to base‐level loweringEarth Surface Processes and Landforms, 1981
- Discussion of “Aggradation in Streams Due to Overloading”Journal of the Hydraulics Division, 1980
- Aggradation in Streams Due to OverloadingJournal of the Hydraulics Division, 1980
- The mechanics of dunes and antidunes in erodible-bed channelsJournal of Fluid Mechanics, 1963
- Analytical Theory of ErosionThe Journal of Geology, 1960