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contributor authorJ. Wayland Eheart
date accessioned2017-05-08T21:06:38Z
date available2017-05-08T21:06:38Z
date copyrightMay 1990
date issued1990
identifier other%28asce%290733-9496%281990%29116%3A3%28335%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39028
description abstractDesigning programs to control pollutant discharges into streams is easier if the areas of water quality degradation from adjacent discharges do not overlap, so that each discharge may be treated as a single entity. Conservative pollutants accumulate in a stream but decaying pollutants from one source may be of insignificant concentration at the point where the next downstream source is introduced. There may be greater overlap of areas of degraded water quality at high streamflows than at low ones. In assessing whether discharges may be treated separately, all streamflow conditions should be considered. This paper develops and presents a simple set of techniques based on dimensionless variables that may be used to determine whether adjacent discharges of nonconservative pollutants may be regarded as independent. The application of these techniques is demonstrated for an example problem. It is shown, for example, that for dissolved oxygen (DO) deficit, if the reaeration coefficient exceeds the decay coefficient and the residence time between adjacent dischargers is greater than 10 times the reciprocal of the decay coefficient, there is no significant overlap between adjacent dischargers at any streamflow.
publisherAmerican Society of Civil Engineers
titleMethods for Distinguishing between Single and Multiple Discharger Situations
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1990)116:3(335)
treeJournal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


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