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    Discussion of “<i>Large Breakwater Toe Failures</i>” by A. W. Sam Smith and Angus D. Gordon (May, 1983) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Richard Silvester; John R. C. Hsu
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Sines Revisited</i>” by by Richard Silvester and John R. C. Hsu (May 1989, Vol. 115, No. 3) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Richard Silvester; John R. C. Hsu
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Model Test Results of Scour along Breakwaters</i>” by John R. C. Hsu and Richard Silvester (January, 1989, Vol. 115, No. 1) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): John R. C. Hsu; Richard Silvester
    Publisher: American Society of Civil Engineers
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    Accretion Behind Single Offshore Breakwater 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): John R. C. Hsu; Richard Silvester
    Publisher: American Society of Civil Engineers
    Abstract: The simple case of sand accretion behind an impermeable breakwater parallel to the shoreline with normally incident waves is treated. The cuspate foreland or salient so formed has an apex whose location from the breakwater ...
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    Model Test Results of Scour Along Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): John R. C. Hsu; Richard Silvester
    Publisher: American Society of Civil Engineers
    Abstract: Waves impacting on breakwaters, even of rubble‐mounds, are reflected efficiently from them, so producing almost standing waves for normal approach and a complex short‐crested wave system for oblique approach. In the former, ...
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    Sines Revisited 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): Richard Silvester; John R. C. Hsu
    Publisher: American Society of Civil Engineers
    Abstract: The reason for submitting one more scenario to this spectacular failure is that it may prevent a similar occurrence. It is suggested that failure was due to bed subsidence or liquefaction, so causing the supporting rubble ...
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    Closure to “<i>Static Equilibrium Bays: New Relationships</i>” by John R. C. Hsu, Richard Silvester and Yi‐Min Xia (May, 1989, Vol. 115, No. 3) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): John R. C. Hsu; Richard Silvester
    Publisher: American Society of Civil Engineers
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    Applications of Headland Control 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): John R. C. Hsu; Richard Silvester; Yi‐Min Xia
    Publisher: American Society of Civil Engineers
    Abstract: Crenulate‐shaped bays are ubiquitous, with a large spectrum of sizes on coasts, enclosed seas, lakes, and rivers. They exist where waves arrive persistently from an oblique direction to the general coast. They thus indicate ...
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    Static Equilibrium Bays: New Relationships 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author(s): John R. C. Hsu; Richard Silvester; Yi‐Min Xia
    Publisher: American Society of Civil Engineers
    Abstract: Bays as a predominant physical feature of the coastlines of the world have been recognized for some 30 years. Their plan form has received attention for over 20 years. The shape equated to a logarithmic spiral has received ...
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    Transformation of Progressive Waves Propagating Obliquely on Gentle Slope 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Yang-Yih Chen; Bin-Da Yang; Lin-Wu Tang; Shan-Hwei Ou; John R.-C. Hsu
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the results of a new mathematical derivation for the transformation of a progressive wave propagating obliquely on a gentle slope. On the basis of the conservation principle of wave motion and in a ...
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