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contributor authorBruce Hunt
date accessioned2017-05-08T20:45:16Z
date available2017-05-08T20:45:16Z
date copyrightJanuary 2006
date issued2006
identifier other%28asce%290733-9429%282006%29132%3A1%2887%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25995
description abstractOne-dimensional dispersion in a river from an instantaneous point source is examined by using asymptotic solutions from three different models. The first solution is obtained for the Hays dead-zone equations. In comparison with the Taylor solution, the only major change seems to be that dead zones retard downstream movement of concentration peaks without changing either peak decay rates or tail geometries on concentration-time distributions. A second solution allows the dispersion coefficient to increase with
publisherAmerican Society of Civil Engineers
titleAsymptotic Solutions for One-Dimensional Dispersion in Rivers
typeJournal Paper
journal volume132
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2006)132:1(87)
treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 001
contenttypeFulltext


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