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    Reducing Sediment Deposition on Columned Vortex-Settling Basin Floor by Installing Vanes

    Source: Journal of Irrigation and Drainage Engineering:;2022:;Volume ( 148 ):;issue: 012::page 06022008
    Author:
    Yuan Wang
    ,
    Yiyi Ma
    ,
    Lin Li
    DOI: 10.1061/(ASCE)IR.1943-4774.0001734
    Publisher: ASCE
    Abstract: Vortex-settling basins (VSBs) have been constructed with support columns under the deflector to enhance the structural stability of the deflector. This paper presents a retrofit for such columned VSBs by installing vanes at the bottom of the support columns to reduce the sediment deposition on the basin floor. Experiments were conducted for VSBs both with and without vanes, where the thickness and mass of sediment deposition, sediment trapping efficiency, and water abstraction ratio of the VSBs were measured and compared. The VSB with vanes exhibited a similar sediment trapping efficiency and water abstraction ratio to the original columned VSB. When the inflow is equal to or greater than the design discharge, the vanes showed a significant effect on reducing the mass of sediment deposition by an average of 11.71% and 22.25%, respectively, and the formed sandwave on the basin floor was smaller. When the inflow is less than the design discharge, the effect of the vanes was limited, with the mass of sediment deposition slightly reduced by 5.25% on average.
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      Reducing Sediment Deposition on Columned Vortex-Settling Basin Floor by Installing Vanes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4289260
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorYuan Wang
    contributor authorYiyi Ma
    contributor authorLin Li
    date accessioned2023-04-07T00:33:02Z
    date available2023-04-07T00:33:02Z
    date issued2022/12/01
    identifier other%28ASCE%29IR.1943-4774.0001734.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289260
    description abstractVortex-settling basins (VSBs) have been constructed with support columns under the deflector to enhance the structural stability of the deflector. This paper presents a retrofit for such columned VSBs by installing vanes at the bottom of the support columns to reduce the sediment deposition on the basin floor. Experiments were conducted for VSBs both with and without vanes, where the thickness and mass of sediment deposition, sediment trapping efficiency, and water abstraction ratio of the VSBs were measured and compared. The VSB with vanes exhibited a similar sediment trapping efficiency and water abstraction ratio to the original columned VSB. When the inflow is equal to or greater than the design discharge, the vanes showed a significant effect on reducing the mass of sediment deposition by an average of 11.71% and 22.25%, respectively, and the formed sandwave on the basin floor was smaller. When the inflow is less than the design discharge, the effect of the vanes was limited, with the mass of sediment deposition slightly reduced by 5.25% on average.
    publisherASCE
    titleReducing Sediment Deposition on Columned Vortex-Settling Basin Floor by Installing Vanes
    typeJournal Article
    journal volume148
    journal issue12
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001734
    journal fristpage06022008
    journal lastpage06022008_9
    page9
    treeJournal of Irrigation and Drainage Engineering:;2022:;Volume ( 148 ):;issue: 012
    contenttypeFulltext
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