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contributor authorSher Khan
contributor authorBruce W. Melville
contributor authorAsaad Shamseldin
date accessioned2017-05-08T21:42:37Z
date available2017-05-08T21:42:37Z
date copyrightNovember 2013
date issued2013
identifier other%28asce%29ee%2E1943-7870%2E0000756.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60205
description abstractExperimental investigations undertaken to optimize the layout of floating treatment wetlands (FTWs) for maximum hydraulic performance of storm-water retention ponds are described. The study is the first to investigate how the arrangement of an FTW in a storm-water retention pond affects its hydraulic performance. The size, orientation, and arrangement of FTWs were investigated as well as the influence of inlet arrangements on the effects that the FTW has on the system hydraulics. For all the tests, the FTWs were positioned centrally across the width of the pond. The results show that FTWs can significantly improve the hydraulic performance of storm-water retention ponds. The hydraulic performance is shown to depend on the position, size, and placing arrangement of an FTW in the pond as well as the inlet arrangement.
publisherAmerican Society of Civil Engineers
titleDesign of Storm-Water Retention Ponds with Floating Treatment Wetlands
typeJournal Paper
journal volume139
journal issue11
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000748
treeJournal of Environmental Engineering:;2013:;Volume ( 139 ):;issue: 011
contenttypeFulltext


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