Improved Numerical Model for Sedimentation
- 1 March 1984
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Hydraulic Engineering
- Vol. 110 (3), 234-246
- https://doi.org/10.1061/(asce)0733-9429(1984)110:3(234)
Abstract
Sedimentation as a diffusion process is described. The concerned differential equation is solved by a numerical method which can avoid numerical diffusion, therefore predicting more accurately removal ratios in settling basins. Also, concentration profiles and diagrams for dimensioning retarding basins can be computed for different initial and boundary conditions.Keywords
This publication has 3 references indexed in Scilit:
- Numerical Model for Discrete SettlingJournal of the Hydraulics Division, 1977
- Flume Studies of the Sediment Transfer CoefficientWater Resources Research, 1970
- Vertical Transfer in Open Channel FlowJournal of the Hydraulics Division, 1970