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    A 1D–2D Coupled Hydrodynamic Model for River Flood Prediction in a Coastal Urban Floodplain

    Source: Journal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 002
    Author:
    P. V. Timbadiya
    ,
    P. L. Patel
    ,
    P. D. Porey
    DOI: 10.1061/(ASCE)HE.1943-5584.0001029
    Publisher: American Society of Civil Engineers
    Abstract: In this work, a one dimensional–two dimensional (1D–2D) coupled hydrodynamic model is developed for prediction of water levels in the lower Tapi River and its coastal urban floodplain (Surat city in Gujarat, India). A one-dimensional (1D) hydrodynamic model, calibrated for the 1998 flood, is coupled with a two-dimensional (2D) hydrodynamic model of an urban floodplain with due consideration of the upstream (releases from Ukai reservoir) and downstream (tidal level of the sea) boundary conditions. The resistance coefficient for the floodplain is estimated using satellite imagery based on the land use and land cover pattern. The coupled hydrodynamic model is validated with independent data for flooding in the year 2006 and is used to develop a stage-discharge curve along the lower Tapi River for computation of the stream power during the flood. The methodology for river flood prediction on a coastal urban floodplain using the 1D–2D coupled hydrodynamic model is generic and can be applied to similar geographical conditions.
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      A 1D–2D Coupled Hydrodynamic Model for River Flood Prediction in a Coastal Urban Floodplain

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80850
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    • Journal of Hydrologic Engineering

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    contributor authorP. V. Timbadiya
    contributor authorP. L. Patel
    contributor authorP. D. Porey
    date accessioned2017-05-08T22:27:09Z
    date available2017-05-08T22:27:09Z
    date copyrightFebruary 2015
    date issued2015
    identifier other45478279.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80850
    description abstractIn this work, a one dimensional–two dimensional (1D–2D) coupled hydrodynamic model is developed for prediction of water levels in the lower Tapi River and its coastal urban floodplain (Surat city in Gujarat, India). A one-dimensional (1D) hydrodynamic model, calibrated for the 1998 flood, is coupled with a two-dimensional (2D) hydrodynamic model of an urban floodplain with due consideration of the upstream (releases from Ukai reservoir) and downstream (tidal level of the sea) boundary conditions. The resistance coefficient for the floodplain is estimated using satellite imagery based on the land use and land cover pattern. The coupled hydrodynamic model is validated with independent data for flooding in the year 2006 and is used to develop a stage-discharge curve along the lower Tapi River for computation of the stream power during the flood. The methodology for river flood prediction on a coastal urban floodplain using the 1D–2D coupled hydrodynamic model is generic and can be applied to similar geographical conditions.
    publisherAmerican Society of Civil Engineers
    titleA 1D–2D Coupled Hydrodynamic Model for River Flood Prediction in a Coastal Urban Floodplain
    typeJournal Paper
    journal volume20
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001029
    treeJournal of Hydrologic Engineering:;2015:;Volume ( 020 ):;issue: 002
    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
    yabeshDSpacePersian