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    Rating Curves for Dam-Break Flows

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 001
    Author:
    Pranab K. Mohapatra
    DOI: 10.1061/(ASCE)HE.1943-5584.0000143
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Rating Curves for Dam-Break Flows

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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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    DSpace software copyright © 2002-2015  DuraSpace
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