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    Solitary Wave Runup on Plane Slopes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Ying Li; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: This study deals with the runup of solitary waves on a uniform plane beach connected to an open ocean of constant depth. The waves are nonbreaking during the runup process. A nonlinear solution to the classical shallow ...
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    Energy Balance Model for Breaking Solitary Wave Runup 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Ying Li; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: The runup of breaking solitary waves on a plane beach has been investigated. Experimental measurements demonstrate the effect of the impact of the jet from a plunging breaking solitary wave and the postbreaking bore formed ...
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    Discussion: “The Response of Narrow-Mouthed Harbors in a Straight Coastline to Periodic Incident Waves” (Carrier, G. F., Shaw, R. P., and Miyata, M., 1971, ASME J. Appl. Mech., 38, pp. 335–344) 

    Source: Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 002:;page 572
    Author(s): Fredric Raichlen; Jiin-Jen Lee
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Harbor Oscillations Induced by Nonlinear Transient Long Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Thierry G. Lepelletier; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: The process of the excitation of harbors and bays by transient nonlinear long waves is investigated both theoretically and experimentally. A numerical method employing finite element techniques is used to solve the weakly ...
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    Forces on Vertical Wall Caused by Incident Bores 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Jerald D. Ramsden; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: The forces on a vertical wall due to the impact of a bore generated by a broken solitary wave were measured in the laboratory. The incident bores varied in height from 2.4 cm to 4.9 cm and in celerity from 75 cm/s to 126 ...
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    Propagation of Long Waves onto Shelf 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): Derek G. Goring; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: The process of reflection, transmission, and propagation of long waves past a step and onto a horizontal shelf is examined analytically and experimentally using solitary waves. It is found that reflection can be described ...
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    Wave Interaction with a Rectangular Trench 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Francis C. K. Ting; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: This study is related to the propagation of normally incident water waves past a submarine trench with a rectangular cross-section. The primary objective is to investigate the kinematics of the flow within and near the ...
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    Wave Interaction with Rectangular Trench in Density‐Stratified Fluid 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): Francis C. K. Ting; Fredric Raichlen
    Publisher: American Society of Civil Engineers
    Abstract: The propagation of water waves in a direction perpendicular to the longitudinal axis of a rectangular submarine trench is studied for a density‐stratified fluid in the trench. The theoretical and experimental investigation ...
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    Closure to “<i>Measurement of Velocities in Solitary Waves</i>” by Jiin‐Jen Lee, James E. Skjelbreia, Fredric Raichlen (May, 1982) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Jiin‐Jen Lee; James E. Skjelbreia; Fredric Raichlen
    Publisher: American Society of Civil Engineers
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    Discussions and Closure: Breaking Criterion and Characteristics for Solitary Waves on Slopes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Fred E. Camfield; Ying Li; Fredric Raichlen; S. T. Grilli; I. A. Svendsen; R. Subramanya
    Publisher: American Society of Civil Engineers
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