Unified Theory for Flood and Pollution Routing
- 1 December 1983
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Hydraulic Engineering
- Vol. 109 (12) , 1652-1664
- https://doi.org/10.1061/(asce)0733-9429(1983)109:12(1652)
Abstract
The physical background and some mathematical aspects of advection‐dispersion models are reviewed. It is shown that flood and pollution routing can be accomplished by the same numerical scheme, derived from the discretization of the purely advective transport equation through exploitation of the scheme's numerical dispersion properties to model the physical dispersion/diffusion behavior of the flow system. Links to traditional storage routing techniques are established. Relation between physical and numerical model parameters are presented, and the numerical properties of the scheme are explored. The paper concludes with a brief survey of fields of application for the numerical advection‐dispersion model.Keywords
This publication has 6 references indexed in Scilit:
- Pollution Routing in StreamsJournal of Hydraulic Engineering, 1983
- Accuracy Criteria in Diffusion RoutingJournal of the Hydraulics Division, 1982
- Approximate Flood Routing Methods: A ReviewJournal of the Hydraulics Division, 1979
- On The Subject Of A Flood Propagation Computation Method (Musklngum Method)Journal of Hydraulic Research, 1969
- Heuristic stability theory for finite-difference equationsJournal of Computational Physics, 1968
- On kinematic waves I. Flood movement in long riversProceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences, 1955