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    Reservoir Routing using Steady and Unsteady Flow through Rockfill Dams

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author:
    Hossein M. V. Samani
    ,
    Jamal M. V. Samani
    ,
    Mohammad Shaiannejad
    DOI: 10.1061/(ASCE)0733-9429(2003)129:6(448)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a two-dimensional (2D) model for flow through rockfill dams is presented and its results have been compared to 1D model. The model is based on the 2D continuity equation. In the model, an exponential relationship between Reynolds number (R) and Darcy-Weisbach coefficient (
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      Reservoir Routing using Steady and Unsteady Flow through Rockfill Dams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25562
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    contributor authorHossein M. V. Samani
    contributor authorJamal M. V. Samani
    contributor authorMohammad Shaiannejad
    date accessioned2017-05-08T20:44:33Z
    date available2017-05-08T20:44:33Z
    date copyrightJune 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A6%28448%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25562
    description abstractIn this paper a two-dimensional (2D) model for flow through rockfill dams is presented and its results have been compared to 1D model. The model is based on the 2D continuity equation. In the model, an exponential relationship between Reynolds number (R) and Darcy-Weisbach coefficient (
    publisherAmerican Society of Civil Engineers
    titleReservoir Routing using Steady and Unsteady Flow through Rockfill Dams
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:6(448)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 006
    contenttypeFulltext
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