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    Energy Dissipation in Circular Drop Manholes

    Source: Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 012
    Author:
    Yiyi Ma
    ,
    David Z. Zhu
    ,
    Nallamuthu Rajaratnam
    ,
    Bert van Duin
    DOI: 10.1061/(ASCE)IR.1943-4774.0001241
    Publisher: American Society of Civil Engineers
    Abstract: Energy dissipation is one of the main considerations in the design of drop manholes and is closely related to the flow regimes observed. Four flow regimes in a drop manhole are classified according to different flow conditions at the inlet and outlet: free overfall flow, orifice flow, pressurized outflow, and fully submerged manhole condition. Theoretical predictions of energy dissipation in drop manholes under different flow regimes compare well with previous experimental data. The drop height limitation for drop manholes is suggested to be 3 m in this study, as larger drop heights can cause the water flow to disintegrate into drops and result in excessive air entrainment. Designs of drop manholes based on different flow regimes are presented. A single drop manhole is also compared with a prior reported stacked drop manhole in terms of energy dissipation. It is found that a well-designed single drop manhole has a similar performance in energy dissipation compared with a stacked drop manhole.
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      Energy Dissipation in Circular Drop Manholes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4238553
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorYiyi Ma
    contributor authorDavid Z. Zhu
    contributor authorNallamuthu Rajaratnam
    contributor authorBert van Duin
    date accessioned2017-12-16T09:06:12Z
    date available2017-12-16T09:06:12Z
    date issued2017
    identifier other%28ASCE%29IR.1943-4774.0001241.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238553
    description abstractEnergy dissipation is one of the main considerations in the design of drop manholes and is closely related to the flow regimes observed. Four flow regimes in a drop manhole are classified according to different flow conditions at the inlet and outlet: free overfall flow, orifice flow, pressurized outflow, and fully submerged manhole condition. Theoretical predictions of energy dissipation in drop manholes under different flow regimes compare well with previous experimental data. The drop height limitation for drop manholes is suggested to be 3 m in this study, as larger drop heights can cause the water flow to disintegrate into drops and result in excessive air entrainment. Designs of drop manholes based on different flow regimes are presented. A single drop manhole is also compared with a prior reported stacked drop manhole in terms of energy dissipation. It is found that a well-designed single drop manhole has a similar performance in energy dissipation compared with a stacked drop manhole.
    publisherAmerican Society of Civil Engineers
    titleEnergy Dissipation in Circular Drop Manholes
    typeJournal Paper
    journal volume143
    journal issue12
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001241
    treeJournal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 012
    contenttypeFulltext
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