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    Integral Equation Model for Wave Propagation with Bottom Frictions

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author:
    Philip L. ‐F. Liu
    ,
    Yong‐Sik Cho
    DOI: 10.1061/(ASCE)0733-950X(1994)120:6(594)
    Publisher: American Society of Civil Engineers
    Abstract: An integral equation method is developed to calculate wave propagation and runup in a two‐dimensional wave channel. First, the problem is formulated as a potential flow with nonlinear free‐surface boundary conditions. The effects of bottom friction are included in the model via a boundary‐layer approximation. Numerical solutions are obtained for the maximum runup heights of solitary waves and cnoidal waves on a constant slope. Numerical solutions are compared with available experimental data. A very good agreement is observed. The maximum runup height of a cnoidal wave is larger than that of an equivalent sinusoidal wave. However, the runup height of cnoidal wave is smaller than that of solitary wave with the same wave height. The runup height of cnoidal waves is not a monotonic function of the incident wavelength. Numerical solutions for the maximum runup heights confirm that the bottom frictional effects are important when the slope is less than 20°.
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      Integral Equation Model for Wave Propagation with Bottom Frictions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41070
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorPhilip L. ‐F. Liu
    contributor authorYong‐Sik Cho
    date accessioned2017-05-08T21:09:49Z
    date available2017-05-08T21:09:49Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A6%28594%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41070
    description abstractAn integral equation method is developed to calculate wave propagation and runup in a two‐dimensional wave channel. First, the problem is formulated as a potential flow with nonlinear free‐surface boundary conditions. The effects of bottom friction are included in the model via a boundary‐layer approximation. Numerical solutions are obtained for the maximum runup heights of solitary waves and cnoidal waves on a constant slope. Numerical solutions are compared with available experimental data. A very good agreement is observed. The maximum runup height of a cnoidal wave is larger than that of an equivalent sinusoidal wave. However, the runup height of cnoidal wave is smaller than that of solitary wave with the same wave height. The runup height of cnoidal waves is not a monotonic function of the incident wavelength. Numerical solutions for the maximum runup heights confirm that the bottom frictional effects are important when the slope is less than 20°.
    publisherAmerican Society of Civil Engineers
    titleIntegral Equation Model for Wave Propagation with Bottom Frictions
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:6(594)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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