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    Direct Prediction of Discharge at Supercritical Flow Regime Based on Brink Depth for Inverted Semicircular Channels

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author:
    Ehsan Abrari
    ,
    Mustafa Ergil
    ,
    Mohammad Karim Beirami
    DOI: 10.1061/(ASCE)IR.1943-4774.0001223
    Publisher: American Society of Civil Engineers
    Abstract: The end depth of a free overfall (also known as the brink depth) provides a good hint about how to measure discharge (Q). This technical note details two theoretical approaches for computing end depth ratio (EDR) and end depth discharge (EDD) relationships based on the equations of momentum and energy for inverted semicircular channel cross sections. Direct solutions of Q from a known end depth are provided. Available experimental data and previous studies were used to verify the proposed relationships for both approaches.
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      Direct Prediction of Discharge at Supercritical Flow Regime Based on Brink Depth for Inverted Semicircular Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4238571
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    contributor authorEhsan Abrari
    contributor authorMustafa Ergil
    contributor authorMohammad Karim Beirami
    date accessioned2017-12-16T09:06:15Z
    date available2017-12-16T09:06:15Z
    date issued2017
    identifier other%28ASCE%29IR.1943-4774.0001223.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238571
    description abstractThe end depth of a free overfall (also known as the brink depth) provides a good hint about how to measure discharge (Q). This technical note details two theoretical approaches for computing end depth ratio (EDR) and end depth discharge (EDD) relationships based on the equations of momentum and energy for inverted semicircular channel cross sections. Direct solutions of Q from a known end depth are provided. Available experimental data and previous studies were used to verify the proposed relationships for both approaches.
    publisherAmerican Society of Civil Engineers
    titleDirect Prediction of Discharge at Supercritical Flow Regime Based on Brink Depth for Inverted Semicircular Channels
    typeJournal Paper
    journal volume143
    journal issue9
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001223
    treeJournal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
    contenttypeFulltext
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