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contributor authorWesley P. James
contributor authorJ. Frank Bell
contributor authorDeborah L. Leslie
date accessioned2017-05-08T21:06:16Z
date available2017-05-08T21:06:16Z
date copyrightJanuary 1987
date issued1987
identifier other%28asce%290733-9496%281987%29113%3A1%2815%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38806
description abstractBasinwide planning, including channel improvements, is essential to prevent misapplication of detention storage. The concept of reducing the peak outflow from an on‐site detention pond to the predevelopment peak discharge does not insure a reduction to the predevelopment discharge for larger streams and has little merit in sizing most detention ponds. The size of the detention ponds has little effect on the total storage required for a watershed. The amount of detention storage can be significantly reduced by selective location of detention ponds within the watershed. Small detention ponds will require considerably more land area and maintenance than regional detention ponds. Channel improvements within the watershed tend to favor the use of upstream detention ponds. Multipurpose use should be encouraged to insure public support and continued maintenance of the detention facilities.
publisherAmerican Society of Civil Engineers
titleSize and Location of Detention Storage
typeJournal Paper
journal volume113
journal issue1
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1987)113:1(15)
treeJournal of Water Resources Planning and Management:;1987:;Volume ( 113 ):;issue: 001
contenttypeFulltext


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