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    Side Discharges into Open Channels: Mathematical Model

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author:
    Ayodeji O. Demuren
    ,
    Wolfgang Rodi
    DOI: 10.1061/(ASCE)0733-9429(1983)109:12(1707)
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a three‐dimensional numerical mathematical model for calculating the near field of side discharges into open channel flow. The method employs the standard
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      Side Discharges into Open Channels: Mathematical Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22026
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    contributor authorAyodeji O. Demuren
    contributor authorWolfgang Rodi
    date accessioned2017-05-08T20:38:24Z
    date available2017-05-08T20:38:24Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A12%281707%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22026
    description abstractThe paper presents a three‐dimensional numerical mathematical model for calculating the near field of side discharges into open channel flow. The method employs the standard
    publisherAmerican Society of Civil Engineers
    titleSide Discharges into Open Channels: Mathematical Model
    typeJournal Paper
    journal volume109
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:12(1707)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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