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contributor authorB. P. Tullis
contributor authorE. C. Olsen
contributor authorK. Gardner
date accessioned2017-05-08T20:50:13Z
date available2017-05-08T20:50:13Z
date copyrightDecember 2008
date issued2008
identifier other%28asce%290733-9437%282008%29134%3A6%28824%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28723
description abstractTo reduce required detention volume, a detention basin outlet structure (DBOS) was tested that can control the maximum allowable outlet discharge rate independent of the upstream driving head. Unlike traditional outlet control structures, such as culverts, orifices, and weirs, whose maximum discharge represents a single point in time on the outflow hydrograph, the DBOS can discharge at the maximum allowable discharge for an extended period of time, thus reducing the required detention volume. Data are presented and methods discussed regarding techniques for altering the head–discharge characteristics of the DBOS in order to meet various head–discharge requirements.
publisherAmerican Society of Civil Engineers
titleReducing Detention Volumes with Improved Outlet Structure
typeJournal Paper
journal volume134
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2008)134:6(824)
treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 006
contenttypeFulltext


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