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    Hydrodynamic Force Corrections for Model Tests in a Narrow Wave Tank 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1994:;volume( 116 ):;issue: 004:;page 209
    Author(s): P. McIver
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: During physical model tests of offshore structures in narrow wave tanks, wave reflections from the tank walls may substantially affect the hydrodynamic pressures and forces on the structure when ...
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    Water-Wave Diffraction by Thin Porous Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): P. McIver
    Publisher: American Society of Civil Engineers
    Abstract: The linearized theory of water waves is used to study the diffraction of an incident plane wave by a thin porous vertical breakwater of semi-infinite extent. Under the assumption that the wavelength is much greater than ...
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    Diffraction of Water Waves by a Segmented Permeable Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): P. McIver
    Publisher: American Society of Civil Engineers
    Abstract: The linearized theory of water waves is used to examine the diffraction of an incident wave by a permeable breakwater that consists of a number of distinct elements. Under the assumption that the wavelength is much greater ...
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    Discussion: Wave Interactions with Vertical Slotted Barrier 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): P. McIver
    Publisher: American Society of Civil Engineers
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    Scattering of Water Waves by a Pair of Semi-infinite Barriers 

    Source: Journal of Applied Mechanics:;1992:;volume( 059 ):;issue: 004:;page 1023
    Author(s): P. McIver; A. D. Rawlins
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A previously published solution by the method of matched asymptotic expansions for scattering of long water waves by a pair of semi-infinite barriers is known to be incorrect. Here the reasons ...
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    Diffraction by a Gap in an Infinite Permeable Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): M. K. Bowen; P. McIver
    Publisher: American Society of Civil Engineers
    Abstract: The linearized theory of water waves is used to study the diffraction of an incident wave by a gap in a permeable breakwater. Under the assumption that the wavelength is much greater than the thickness, the breakwater is ...
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