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Editorial
Publisher: American Society of Civil Engineers
Open Boundary Condition in Parabolic Equation Method
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 ...
Discussion of “<i>Refraction‐Diffraction Model For Linear Water Waves</i>” by Bruce A. Ebersole (November, 1985, Vol. III, No. 6)
Publisher: American Society of Civil Engineers
Parabolic Wave Computations in Non‐Orthogonal Coordinate Systems
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 ...
Intercomparison of Truncated Series Solutions for Shallow Water Waves
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 ...
Discussion of “<i>Linear Surface Waves over Rotating Fluids</i>” by Ting‐Kuei Tsay (March/April, 1991, Vol. 117, No. 2)
Publisher: American Society of Civil Engineers
Discussion of “<i>Shoreline Profile of Stokes‐Mode Edge Waves</i>” by Harry H. Yeh (January/February 1992, Vol. 118, No. 1)
Publisher: American Society of Civil Engineers
Time-Dependent Numerical Code for Extended Boussinesq Equations
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 ...
Two-Dimensional Parabolic Modeling of Extended Boussinesq Equations
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,
Water Waves Over Ripples
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 ...