Effect of longitudinal dispersion on dynamic water quality response of streams and rivers
- 1 April 1973
- journal article
- Published by American Geophysical Union (AGU) in Water Resources Research
- Vol. 9 (2) , 355-366
- https://doi.org/10.1029/wr009i002p00355
Abstract
The amplitude and phase characteristics of a river subjected to a time variable waste input are computed for two cases: zero dispersion with no mixing and dispersion levels representative of streams and large rivers. The amplitude characteristic provides a guideline on the efficacy of using a no‐dispersion model for river water quality studies. The frequency response depends on a set of dimensionless numbers that characterize the reactive and dispersive nature of the river. The results show that for upland streams and rivers small amounts of dispersion may be important when the input varies with periods of about 7 days or less. For large, deep rivers the effect of dispersion can generally not be neglected when the input is time variable.This publication has 5 references indexed in Scilit:
- Effects of Dispersion on DO-Sag in Uniform FlowJournal of the Sanitary Engineering Division, 1972
- Variability of Waste Treatment Plant PerformanceJournal of the Sanitary Engineering Division, 1970
- Stream Equations and Method of CharacteristicsJournal of the Sanitary Engineering Division, 1969
- Accuracy of discrete models used to predict estuary pollutionWater Resources Research, 1967
- Estuarine Distribution of Nonconservative SubstancesJournal of the Sanitary Engineering Division, 1965