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contributor authorPranab K. Mohapatra
date accessioned2017-05-08T21:48:36Z
date available2017-05-08T21:48:36Z
date copyrightJanuary 2010
date issued2010
identifier other%28asce%29he%2E1943-5584%2E0000161.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63010
description abstractThe area of a looped rating curve for a channel cross section is indicative of the dynamic effects of a flood wave. These effects may be used as a criterion to decide the suitability of a simplifying approximation, such as dynamic, kinematic or diffusive wave modeling, for the analysis of dam-break flow. Two approximate models to calculate the area of the nondimensional loop for dam-break flow are developed herein based on the computed results for several hypothetical dam failure cases. A comparison of the results obtained from the approximate models and those by simulations shows that approximate models can be used to predict the nondimensional loop area for short distances from the dam. As expected, the area of the nondimensional loop decreases as the flood wave moves downstream, it increases as the breach width increases and it decreases for increased breach time and/or flood-plain width.
publisherAmerican Society of Civil Engineers
titleRating Curves for Dam-Break Flows
typeJournal Paper
journal volume15
journal issue1
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000143
treeJournal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 001
contenttypeFulltext


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