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contributor authorAntonis D. Koussis
contributor authorPrashant Kokitkar
contributor authorAdosh Mehta
date accessioned2017-05-08T22:05:15Z
date available2017-05-08T22:05:15Z
date copyrightMay 1990
date issued1990
identifier other18447009.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70924
description abstractThe tightening of dissolved oxygen (DO) standards in recent years suggests the employment of an accurate predictive method of the BOD‐DO conditions in streams. An advanced method should account for dispersion, which can be significant under transient loadings and attendant large concentration gradients. Such a numerical algorithm is presented in this paper; it is based on the premise that advection is the dominant but not exclusive transport mechanism. The method is accurate (can resolve steep fronts), efficient, robust, and easy to implement. The proposed model has been validated against exact and perturbation‐derived analytical solutions. It has been shown to perform well under quite severe transient source loadings, conditions in which the error of the classical Streeter‐Phelps model is sizeable.
publisherAmerican Society of Civil Engineers
titleModeling DO Conditions in Streams with Dispersion
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1990)116:3(601)
treeJournal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


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