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    Evaluation of Numerical Models of Flood and Tide Propagation in Channels

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author:
    Rodney J. Sobey
    DOI: 10.1061/(ASCE)0733-9429(2001)127:10(805)
    Publisher: American Society of Civil Engineers
    Abstract: An analysis of the predictive capabilities of cross-section–integrated models of gradually varied, unsteady flow in channels initially highlights the physical characteristics of the conservation equations, with particular emphasis on those aspects that are operationally crucial or potentially challenged in numerical implementation. A sequence of benchmark test problems are introduced with the express purpose of evaluating all potentially important features of expected response patterns. This sequence of problems is designed to exercise the physically and numerically significant response patterns that are expected to be within the predictive capability of numerical models of flood and tide propagation in channels. An extensive and independent review of this nature should be a routine and automatic part of any numerical model study.
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      Evaluation of Numerical Models of Flood and Tide Propagation in Channels

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    contributor authorRodney J. Sobey
    date accessioned2017-05-08T20:43:56Z
    date available2017-05-08T20:43:56Z
    date copyrightOctober 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A10%28805%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25108
    description abstractAn analysis of the predictive capabilities of cross-section–integrated models of gradually varied, unsteady flow in channels initially highlights the physical characteristics of the conservation equations, with particular emphasis on those aspects that are operationally crucial or potentially challenged in numerical implementation. A sequence of benchmark test problems are introduced with the express purpose of evaluating all potentially important features of expected response patterns. This sequence of problems is designed to exercise the physically and numerically significant response patterns that are expected to be within the predictive capability of numerical models of flood and tide propagation in channels. An extensive and independent review of this nature should be a routine and automatic part of any numerical model study.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Numerical Models of Flood and Tide Propagation in Channels
    typeJournal Paper
    journal volume127
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:10(805)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 010
    contenttypeFulltext
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