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    Coupled 1D–Quasi-2D Flood Inundation Model with Unstructured Grids

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author:
    Soumendra Nath Kuiry
    ,
    Dhrubajyoti Sen
    ,
    Paul D. Bates
    DOI: 10.1061/(ASCE)HY.1943-7900.0000211
    Publisher: American Society of Civil Engineers
    Abstract: A simplified numerical model for simulation of floodplain inundation resulting from naturally occurring floods in rivers is presented. Flow through the river is computed by solving the de Saint Venant equations with a one-dimensional (1D) finite volume approach. Spread of excess flood water spilling overbank from the river onto the floodplains is computed using a storage cell model discretized into an unstructured triangular grid. Flow exchange between the one-dimensional river cells and the adjacent floodplain cells or that between adjoining floodplain cells is represented by diffusive-wave approximated equation. A common problem related to the stability of such coupled models is discussed and a solution by way of linearization offered. The accuracy of the computed flow depths by the proposed model is estimated with respect to those predicted by a two-dimensional (2D) finite volume model on hypothetical river-floodplain domains. Finally, the predicted extent of inundation for a flood event on a stretch of River Severn, United Kingdom, by the model is compared to those of two proven two-dimensional flow simulation models and with observed imagery of the flood extents.
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      Coupled 1D–Quasi-2D Flood Inundation Model with Unstructured Grids

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64039
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    contributor authorSoumendra Nath Kuiry
    contributor authorDhrubajyoti Sen
    contributor authorPaul D. Bates
    date accessioned2017-05-08T21:50:46Z
    date available2017-05-08T21:50:46Z
    date copyrightAugust 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000234.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64039
    description abstractA simplified numerical model for simulation of floodplain inundation resulting from naturally occurring floods in rivers is presented. Flow through the river is computed by solving the de Saint Venant equations with a one-dimensional (1D) finite volume approach. Spread of excess flood water spilling overbank from the river onto the floodplains is computed using a storage cell model discretized into an unstructured triangular grid. Flow exchange between the one-dimensional river cells and the adjacent floodplain cells or that between adjoining floodplain cells is represented by diffusive-wave approximated equation. A common problem related to the stability of such coupled models is discussed and a solution by way of linearization offered. The accuracy of the computed flow depths by the proposed model is estimated with respect to those predicted by a two-dimensional (2D) finite volume model on hypothetical river-floodplain domains. Finally, the predicted extent of inundation for a flood event on a stretch of River Severn, United Kingdom, by the model is compared to those of two proven two-dimensional flow simulation models and with observed imagery of the flood extents.
    publisherAmerican Society of Civil Engineers
    titleCoupled 1D–Quasi-2D Flood Inundation Model with Unstructured Grids
    typeJournal Paper
    journal volume136
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000211
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 008
    contenttypeFulltext
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