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    Numerical Simulation of the Tidal Flow and Suspended Sediment Transport in the Qiantang Estuary

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author:
    Yakun Guo
    ,
    Xiuguang Wu
    ,
    Cunhong Pan
    ,
    Jisheng Zhang
    DOI: 10.1061/(ASCE)WW.1943-5460.0000118
    Publisher: American Society of Civil Engineers
    Abstract: Results from a numerical modeling study are presented to investigate the tidal elevations, tidal current velocity, bed deformation, and suspended sediment concentration in the Qiantang Estuary, China. The Qiantang Estuary is well-known for its macrotide, which generates a hydrodynamically complex environment. This presents challenges for numerical modelers to accurately simulate the flow field and sediment transport in the region. This paper presents a mathematical model using finite volume method with unstructured mesh to simulate the tide-induced water elevation, current velocity, bed deformation, and suspended sediment transport in the Qiantang Estuary. The parameters in the model were determined using the long-term observed field data of the Qiantang Estuary. The simulated tidal elevations and current velocities agree well with the field observations. The numerical prediction of the bed deformation in 5 months is reasonably compared with the field measurements carried out in the same period. However, relatively large deviations exist between the simulated and observed suspended sediment concentrations, which are discussed in this paper.
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      Numerical Simulation of the Tidal Flow and Suspended Sediment Transport in the Qiantang Estuary

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70399
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorYakun Guo
    contributor authorXiuguang Wu
    contributor authorCunhong Pan
    contributor authorJisheng Zhang
    date accessioned2017-05-08T22:04:09Z
    date available2017-05-08T22:04:09Z
    date copyrightMay 2012
    date issued2012
    identifier other%28asce%29ww%2E1943-5460%2E0000164.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70399
    description abstractResults from a numerical modeling study are presented to investigate the tidal elevations, tidal current velocity, bed deformation, and suspended sediment concentration in the Qiantang Estuary, China. The Qiantang Estuary is well-known for its macrotide, which generates a hydrodynamically complex environment. This presents challenges for numerical modelers to accurately simulate the flow field and sediment transport in the region. This paper presents a mathematical model using finite volume method with unstructured mesh to simulate the tide-induced water elevation, current velocity, bed deformation, and suspended sediment transport in the Qiantang Estuary. The parameters in the model were determined using the long-term observed field data of the Qiantang Estuary. The simulated tidal elevations and current velocities agree well with the field observations. The numerical prediction of the bed deformation in 5 months is reasonably compared with the field measurements carried out in the same period. However, relatively large deviations exist between the simulated and observed suspended sediment concentrations, which are discussed in this paper.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of the Tidal Flow and Suspended Sediment Transport in the Qiantang Estuary
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000118
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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