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    Diffraction of Long Waves by Rectangular Pit

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author:
    A. N. Williams
    DOI: 10.1061/(ASCE)0733-950X(1990)116:4(459)
    Publisher: American Society of Civil Engineers
    Abstract: Linearized shallow water wave theory is utilized to investigate the interaction of surface waves with a rectangular pit of finite dimensions in water of otherwise uniform depth. The fluid domain is divided into two regions: an interior region whose boundary consists of the projection of the outline of the pit and an exterior region consisting of the remainder of the fluid domain. Application of Green's second identity utilizing an appropriate Green's function in each region leads to a pair of simultaneous integral equations for the velocity potential and its normal derivative at the imaginary fluid interface between the two regions. These integral equations may then be discretized and the resulting systems of algebraic equations solved by standard matrix techniques. Utilizing the values of the velocity potential and its derivative on the imaginary fluid boundary, a reapplication of Green's identity allows the potential at any point in the fluid to be determined. Based on this solution technique, numerical results are presented that illustrate the influence of the various pit characteristics on the wave field for several example geometries.
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      Diffraction of Long Waves by Rectangular Pit

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40816
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorA. N. Williams
    date accessioned2017-05-08T21:09:27Z
    date available2017-05-08T21:09:27Z
    date copyrightJuly 1990
    date issued1990
    identifier other%28asce%290733-950x%281990%29116%3A4%28459%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40816
    description abstractLinearized shallow water wave theory is utilized to investigate the interaction of surface waves with a rectangular pit of finite dimensions in water of otherwise uniform depth. The fluid domain is divided into two regions: an interior region whose boundary consists of the projection of the outline of the pit and an exterior region consisting of the remainder of the fluid domain. Application of Green's second identity utilizing an appropriate Green's function in each region leads to a pair of simultaneous integral equations for the velocity potential and its normal derivative at the imaginary fluid interface between the two regions. These integral equations may then be discretized and the resulting systems of algebraic equations solved by standard matrix techniques. Utilizing the values of the velocity potential and its derivative on the imaginary fluid boundary, a reapplication of Green's identity allows the potential at any point in the fluid to be determined. Based on this solution technique, numerical results are presented that illustrate the influence of the various pit characteristics on the wave field for several example geometries.
    publisherAmerican Society of Civil Engineers
    titleDiffraction of Long Waves by Rectangular Pit
    typeJournal Paper
    journal volume116
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1990)116:4(459)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 004
    contenttypeFulltext
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