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    Editorial 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): James T. Kirby
    Publisher: American Society of Civil Engineers
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    Open Boundary Condition in Parabolic Equation Method 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): James T. Kirby
    Publisher: American Society of Civil Engineers
    Abstract: Transmitting lateral boundary conditions are derived for application to unidirectional wave trains in the parabolic equation method. A form of the condition is derived which is numerically exact for situations where Snell's ...
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    Discussion of “<i>Refraction‐Diffraction Model For Linear Water Waves</i>” by Bruce A. Ebersole (November, 1985, Vol. III, No. 6) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 001
    Author(s): James T. Kirby
    Publisher: American Society of Civil Engineers
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    Parabolic Wave Computations in Non‐Orthogonal Coordinate Systems 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): James T. Kirby
    Publisher: American Society of Civil Engineers
    Abstract: A recent development of a parabolic equation method for wave propagation in a non‐orthogonal coordinate system is reviewed. A transformation of the full governing equation prior to development of any approximation leads ...
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    Intercomparison of Truncated Series Solutions for Shallow Water Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): James T. Kirby
    Publisher: American Society of Civil Engineers
    Abstract: The relationship between truncated Fourier series solutions of several different long‐wave evolution equations is explored. The models are all designed to represent the same physics in the asymptote of small nonlinearity ...
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    Discussion of “<i>Linear Surface Waves over Rotating Fluids</i>” by Ting‐Kuei Tsay (March/April, 1991, Vol. 117, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): James T. Kirby
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Shoreline Profile of Stokes‐Mode Edge Waves</i>” by Harry H. Yeh (January/February 1992, Vol. 118, No. 1) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): James T. Kirby
    Publisher: American Society of Civil Engineers
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    Time-Dependent Numerical Code for Extended Boussinesq Equations 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Ge Wei; James T. Kirby
    Publisher: American Society of Civil Engineers
    Abstract: The extended Boussinesq equations derived by Nwogu (1993) significantly improve the linear dispersive properties of long-wave models in intermediate water depths, making it suitable to simulate wave propagation from ...
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    Two-Dimensional Parabolic Modeling of Extended Boussinesq Equations 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): James M. Kaihatu; James T. Kirby
    Publisher: American Society of Civil Engineers
    Abstract: A frequency domain wave transformation model is derived from a set of time-dependent extended Boussinesq equations. In contrast to an earlier study, this model is derived directly from the (η,
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    Water Waves Over Ripples 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Robert A. Dalrymple; James T. Kirby
    Publisher: American Society of Civil Engineers
    Abstract: The interaction of small amplitude water waves with a patch of bottom ripples is studied using the Boundary Integral Equation Method (BIEM). Normal and oblique wave incidence is examined for reflection coefficients and the ...
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