Show simple item record

contributor authorRichard H. McCuen
contributor authorGlenn E. Moglen
date accessioned2017-05-08T21:06:25Z
date available2017-05-08T21:06:25Z
date copyrightJuly 1988
date issued1988
identifier other%28asce%290733-9496%281988%29114%3A4%28414%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38912
description abstractBoth theory and experience indicate that, while detention basins designed to control peak discharge are effective in controlling peak rates, the basins are ineffective in controlling the degradation of erodible channels downstream of the basin. The increase in runoff volumes that accompanies land development causes greater rates of channel degradation because of the increased duration of high in‐bank flow rates. While planning and design procedures are available for peak discharge control, there has been a need for similar methods for the control of channel erosion and water quality. A relationship for making planning estimates of the volume of detention storage required to control channel erosion is provided. A procedure that can be used for design is also provided. Planning and design methods for water quality control through detention time control are also provided. The importance of adopting multicriterion stormwater management policies is emphasized, with the policy recommending control of flooding, channel erosion, and detention time for water quality enhancement.
publisherAmerican Society of Civil Engineers
titleMulticriterion Stormwater Management Methods
typeJournal Paper
journal volume114
journal issue4
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1988)114:4(414)
treeJournal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record