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    Closure to “<i>Longshore Currents with Wave Current Interaction</i>” by Robert A. Dalrymple (August, 1980) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
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    Prediction of Storm/Normal Beach Profiles 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: Using the results of large‐scale wave tank tests of monochromatic waves breaking on sandy beaches, Larson and Kraus have shown that storm (barred) and normal (nonbarred) equilibrium beach profiles can be segregated in terms ...
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    Model for Refraction of Water Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: A simple explicit numerical model suitable for a personal computer is discussed that provides for the refraction and shoaling of linear and nonlinear water waves over irregular bathymetry, including wave‐current interaction. ...
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    Closure to “<i>Prediction of Storm/Normal Beach Profiles</i>” by Robert A. Dalrymple (March/April, 1992, Vol. 118, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
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    Nonuniqueness in Stream Function Wave Theory 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Robert A. Dalrymple; Pedro Solana
    Publisher: American Society of Civil Engineers
    Abstract: The Stream Function Wave Theory has been shown to produce waves with multiple crests. This paper shows that the multiple-crested waves are not real, but an attempt by the numerical theory to represent a periodic wave train ...
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    Offshore Breakwaters in Laboratory and Field 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Kyungduck Suh; Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: Small‐scale model tests for single and multiple offshore breakwaters were performed in a spiral wave basin to examine the effects of their geometric parameters on the morphological change in their vicinity. The model results ...
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    Expression for Shoreline Advancement of Initially Plane Beach 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Kyungduck Suh; Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: A semiempirical model for the prediction of shoreline advancement/recession of an initially plane beach is developed by using a conservation of sand argument and extending the equilibrium profile concept of Bruun and Dean ...
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    Discussion of “<i>Orbital Motion of Water Particles in Oscillatory Waves</i>” by Yen‐Hsi Chu (May, 1983) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Robert A. Dalrymple; Ib A. Svendsen
    Publisher: American Society of Civil Engineers
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    Split‐Step Fourier Algorithm for Water Waves 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Levsiri C. Munasinghe; Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: A parabolic model for propagation of water waves, implemented with an efficient split‐step Fourier transform algorithm, is presented. The split‐step Fourier transform algorithm, widely used in acoustics to solve the parabolic ...
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    Application of Angular Spectrum Model to Simulation of Irregular Wave Propagation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Kyung Duck Suh; Robert A. Dalrymple
    Publisher: American Society of Civil Engineers
    Abstract: For the past several years, great advances have been made in the modeling of water‐wave propagation problems using the concept of angular spectrum. In a 1989 paper, Vincent and Briggs reported hydraulic model experiments ...
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