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    Movable‐Bed Modeling Law for Coastal Dune Erosion

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Steven A. Hughes
    DOI: 10.1061/(ASCE)0733-950X(1983)109:2(164)
    Publisher: American Society of Civil Engineers
    Abstract: Similitude relationships for the physical modeling of coastal dune erosion in movable‐bed models are developed based on consideration of the inertial forces, represented by the turbulent shear stress, and the gravity force in the nearly horizontal direction of the principal flow. This results in a dynamic scaling relationship for a distorted model. By requiring similarity of the dimensionless fall velocity parameter between the prototype and model and combining this criterion with the dynamic scaling, the necessary model distortion is derived. The main difference between these relationships and previous modeling laws is in the hydrological time scaling which is also distorted. The derived similitude relationships were verified by reasonable reproduction of the dune erosion which occurred during a prototype event. The model tests included a time‐dependent storm surge hydrograph and an increasing wave height as the storm progressed. It is concluded that the model verification has been successful in at least one instance where prototype data were available, but further verification is desirable as prototype data become available.
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      Movable‐Bed Modeling Law for Coastal Dune Erosion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40299
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorSteven A. Hughes
    date accessioned2017-05-08T21:08:35Z
    date available2017-05-08T21:08:35Z
    date copyrightMay 1983
    date issued1983
    identifier other%28asce%290733-950x%281983%29109%3A2%28164%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40299
    description abstractSimilitude relationships for the physical modeling of coastal dune erosion in movable‐bed models are developed based on consideration of the inertial forces, represented by the turbulent shear stress, and the gravity force in the nearly horizontal direction of the principal flow. This results in a dynamic scaling relationship for a distorted model. By requiring similarity of the dimensionless fall velocity parameter between the prototype and model and combining this criterion with the dynamic scaling, the necessary model distortion is derived. The main difference between these relationships and previous modeling laws is in the hydrological time scaling which is also distorted. The derived similitude relationships were verified by reasonable reproduction of the dune erosion which occurred during a prototype event. The model tests included a time‐dependent storm surge hydrograph and an increasing wave height as the storm progressed. It is concluded that the model verification has been successful in at least one instance where prototype data were available, but further verification is desirable as prototype data become available.
    publisherAmerican Society of Civil Engineers
    titleMovable‐Bed Modeling Law for Coastal Dune Erosion
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1983)109:2(164)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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