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    Hydraulic Determination of Dam Releases to Generate Warning Waves in a Mountain Stream: Performance of an Analytical Kinematic Wave Model

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author:
    Stilmant Frédéric;Pirotton Michel;Archambeau Pierre;Erpicum Sébastien;Dewals Benjamin
    DOI: 10.1061/(ASCE)HY.1943-7900.0001425
    Publisher: American Society of Civil Engineers
    Abstract: This study examines the generation of warning waves with prescribed characteristics in a mountain stream. The authors determine which dam release will generate the desired warning wave. They solve this inverse problem following a two-model approach. An analytical kinematic model is used for a preliminary design of the dam release, and a detailed two-dimensional (2D) fully dynamic model is used to converge to the final solution. Although the presented case study is far from an idealized academic case, the analytical model performs well and, beyond its role for preliminary design, turns out to be of prime interest for both understanding and discussing the results of the detailed 2D model. The complex interactions between the release hydrograph, geometry of the river, and the friction formula are brought to light by the analytical model, which highlights the complementarity of both models and the usefulness of such a two-model approach.
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      Hydraulic Determination of Dam Releases to Generate Warning Waves in a Mountain Stream: Performance of an Analytical Kinematic Wave Model

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    contributor authorStilmant Frédéric;Pirotton Michel;Archambeau Pierre;Erpicum Sébastien;Dewals Benjamin
    date accessioned2019-02-26T07:50:01Z
    date available2019-02-26T07:50:01Z
    date issued2018
    identifier other%28ASCE%29HY.1943-7900.0001425.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249715
    description abstractThis study examines the generation of warning waves with prescribed characteristics in a mountain stream. The authors determine which dam release will generate the desired warning wave. They solve this inverse problem following a two-model approach. An analytical kinematic model is used for a preliminary design of the dam release, and a detailed two-dimensional (2D) fully dynamic model is used to converge to the final solution. Although the presented case study is far from an idealized academic case, the analytical model performs well and, beyond its role for preliminary design, turns out to be of prime interest for both understanding and discussing the results of the detailed 2D model. The complex interactions between the release hydrograph, geometry of the river, and the friction formula are brought to light by the analytical model, which highlights the complementarity of both models and the usefulness of such a two-model approach.
    publisherAmerican Society of Civil Engineers
    titleHydraulic Determination of Dam Releases to Generate Warning Waves in a Mountain Stream: Performance of an Analytical Kinematic Wave Model
    typeJournal Paper
    journal volume144
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001425
    page5017006
    treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 003
    contenttypeFulltext
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