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contributor authorEmre Alp
contributor authorCharles S. Melching
date accessioned2017-05-08T21:08:25Z
date available2017-05-08T21:08:25Z
date copyrightMarch 2009
date issued2009
identifier other%28asce%290733-9496%282009%29135%3A2%28107%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40201
description abstractOne of the primary reasons water-quality standards are not met is the effect of storm runoff and combined sewer overflows. A methodology is presented here to determine the duration of storm effects on stream water quality. The evaluation of the duration of storm effects on water quality involves two steps. First, calibration of an appropriate water quality model that is capable of simulation of unsteady-state conditions. Second, execution of the calibrated model with a number of storm loadings randomly sampled from a specific probability distribution that represents realistic ranges of pollutant concentrations. When the variations in the simulated water quality variables become negligible, it is assumed that the river system goes back to prestorm, dry-weather conditions. To illustrate this methodology, the DUFLOW unsteady-state water quality model and Latin hypercube sampling are applied to evaluate the duration of storm effects on water quality in the Chicago Waterway System (CWS). The duration of the storm impacts on dissolved oxygen lasts
publisherAmerican Society of Civil Engineers
titleEvaluation of the Duration of Storm Effects on In-Stream Water Quality
typeJournal Paper
journal volume135
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2009)135:2(107)
treeJournal of Water Resources Planning and Management:;2009:;Volume ( 135 ):;issue: 002
contenttypeFulltext


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