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    Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 003::page 04022042-1
    Author:
    Mohmmadreza Jalili Ghazizadeh
    ,
    Amir R. Zarrati
    ,
    Mohammad J. Ostad Mirza Tehrani
    DOI: 10.1061/JHEND8.HYENG-12914
    Publisher: American Society of Civil Engineers
    Abstract: In chute spillways, self-aeration occurs downstream of the inception point, where the turbulent boundary layer edge approaches the free surface, if they are long enough. Downstream of the inception point, a layer containing an air–water mixture extends gradually through the flow with the bulking effect. Flow bulking is essential in terms of sidewall freeboard design. In addition, the introduction of enough air quantity near the solid boundaries prevents cavitation damage. In the present work, a 2D numerical model was developed for the prediction of self-aeration and air concentration profiles across the depth and the free-surface location, together with flow bulking along the smooth chutes. The developed model deals with the solution of the one-way direction parabolic equations of mixture continuity, air mass, and air–water mixture momentum conservation. These equations are solved accompanied by the dynamic equation for the free surface, utilizing the marching technique and Prandtl’s mixing length turbulent model. The experimental data obtained by prototype measurements and laboratory tests were used to assess the accuracy of the numerical model. The relevant results were compared in terms of the induced inception point of the boundary layer development, air concentration profiles within self-entrained flows, and the consequent bulking of the flow. The capability of the numerical model for practical purposes is signified in accordance with the fairly accurate obtained results, shedding light on new horizons for further research.
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      Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4292738
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    contributor authorMohmmadreza Jalili Ghazizadeh
    contributor authorAmir R. Zarrati
    contributor authorMohammad J. Ostad Mirza Tehrani
    date accessioned2023-08-16T19:05:19Z
    date available2023-08-16T19:05:19Z
    date issued2023/03/01
    identifier otherJHEND8.HYENG-12914.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292738
    description abstractIn chute spillways, self-aeration occurs downstream of the inception point, where the turbulent boundary layer edge approaches the free surface, if they are long enough. Downstream of the inception point, a layer containing an air–water mixture extends gradually through the flow with the bulking effect. Flow bulking is essential in terms of sidewall freeboard design. In addition, the introduction of enough air quantity near the solid boundaries prevents cavitation damage. In the present work, a 2D numerical model was developed for the prediction of self-aeration and air concentration profiles across the depth and the free-surface location, together with flow bulking along the smooth chutes. The developed model deals with the solution of the one-way direction parabolic equations of mixture continuity, air mass, and air–water mixture momentum conservation. These equations are solved accompanied by the dynamic equation for the free surface, utilizing the marching technique and Prandtl’s mixing length turbulent model. The experimental data obtained by prototype measurements and laboratory tests were used to assess the accuracy of the numerical model. The relevant results were compared in terms of the induced inception point of the boundary layer development, air concentration profiles within self-entrained flows, and the consequent bulking of the flow. The capability of the numerical model for practical purposes is signified in accordance with the fairly accurate obtained results, shedding light on new horizons for further research.
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways
    typeJournal Article
    journal volume149
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-12914
    journal fristpage04022042-1
    journal lastpage04022042-13
    page13
    treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 003
    contenttypeFulltext
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