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contributor authorF. H. Jaber
contributor authorS. Shukla
date accessioned2017-05-08T20:49:37Z
date available2017-05-08T20:49:37Z
date copyrightAugust 2005
date issued2005
identifier other%28asce%290733-9437%282005%29131%3A4%28307%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28351
description abstractHydrologic modeling of storm water impoundments is an effective tool in evaluating different water management options for addressing regional water issues in Florida. However, modeling impoundment water dynamics could be challenging because of the difference in scale between canals and the entire impoundment. Water pumped into the impoundments is first discharged into canals inside the impoundments, which distributes the water. The canal eventually overflows and water floods all the impoundment. Two modeling approaches to simulate this process were tested on two impoundments using the integrated
publisherAmerican Society of Civil Engineers
titleHydrodynamic Modeling Approaches for Agricultural Storm Water Impoundments
typeJournal Paper
journal volume131
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2005)131:4(307)
treeJournal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 004
contenttypeFulltext


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