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    3D Numerical Simulation for Water Flows and Sediment Deposition in Dam Areas of the Three Gorges Project

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author:
    Yong-jun Lu
    ,
    Zhao-yin Wang
    DOI: 10.1061/(ASCE)0733-9429(2009)135:9(755)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a three-dimensional (3D) mathematical model for suspended load transport in turbulent flows. Based on the stochastic theory of turbulent flow proposed by Dou, numerical schemes of Reynolds stresses for anisotropic turbulent flows are obtained. Instead of a logarithmic law, a specific wall function is used to describe the velocity profile close to wall boundaries. The equations for two-dimensional suspended load motion and sorting of bed material have been improved for a 3D case. Numerical results are in good agreement with the measured data of the Gezhouba Project. The present method has been employed to simulate sediment erosion and deposition in the vicinity of the Three Gorges Dam. The size distribution of the deposits and bed material, and flow and sediment concentration at different times and elevations, are predicted. The results agree well with the observations in physical experiments. Thus, a new method is established for 3D simulation of sediment motion in the vicinity of dams.
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      3D Numerical Simulation for Water Flows and Sediment Deposition in Dam Areas of the Three Gorges Project

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26688
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    contributor authorYong-jun Lu
    contributor authorZhao-yin Wang
    date accessioned2017-05-08T20:46:26Z
    date available2017-05-08T20:46:26Z
    date copyrightSeptember 2009
    date issued2009
    identifier other%28asce%290733-9429%282009%29135%3A9%28755%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26688
    description abstractThis paper presents a three-dimensional (3D) mathematical model for suspended load transport in turbulent flows. Based on the stochastic theory of turbulent flow proposed by Dou, numerical schemes of Reynolds stresses for anisotropic turbulent flows are obtained. Instead of a logarithmic law, a specific wall function is used to describe the velocity profile close to wall boundaries. The equations for two-dimensional suspended load motion and sorting of bed material have been improved for a 3D case. Numerical results are in good agreement with the measured data of the Gezhouba Project. The present method has been employed to simulate sediment erosion and deposition in the vicinity of the Three Gorges Dam. The size distribution of the deposits and bed material, and flow and sediment concentration at different times and elevations, are predicted. The results agree well with the observations in physical experiments. Thus, a new method is established for 3D simulation of sediment motion in the vicinity of dams.
    publisherAmerican Society of Civil Engineers
    title3D Numerical Simulation for Water Flows and Sediment Deposition in Dam Areas of the Three Gorges Project
    typeJournal Paper
    journal volume135
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2009)135:9(755)
    treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 009
    contenttypeFulltext
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