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    Discussion of “<i>Suspended Sediment in the Surf Zone</i>” by Rolf Deigaard, Jørgen Fredsøe, and Ida Brøker Hedegaard (January, 1986, Vol. 112, No. 1) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): I. A. Svendsen
    Publisher: American Society of Civil Engineers
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    Wave Breaking in Wave Groups 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): I. A. Svendsen; J. Veeramony
    Publisher: American Society of Civil Engineers
    Abstract: Experiments were conducted with periodic wave groups incident on a plane beach with a slope of 1:35. The wave groups were composed of a series of cnoidal waves with varying wave heights. Emphasis was on obtaining a number ...
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    Absorbing-Generating Boundary Condition for Shallow Water Models 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): A. R. Van Dongeren; I. A. Svendsen
    Publisher: American Society of Civil Engineers
    Abstract: An absorbing-generating boundary condition is derived for the two-dimensional-horizontal nonlinear shallow equations using the method of characteristics. It assumes local superposition of the incoming and outgoing long ...
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    Breaking Criterion and Characteristics for Solitary Waves on Slopes 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): S. T. Grilli; I. A. Svendsen; R. Subramanya
    Publisher: American Society of Civil Engineers
    Abstract: Shoaling and breaking of solitary waves is computed on slopes from 1:100 to 1:8 using an experimentally validated fully nonlinear wave model based on potential flow equations. Characteristics of waves are computed at and ...
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    Shoaling of Solitary Waves on Plane Beaches 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): S. T. Grilli; R. Subramanya; I. A. Svendsen; J. Veeramony
    Publisher: American Society of Civil Engineers
    Abstract: Shoaling of solitary waves on both gentle (1:35) and steeper slopes (≤1:6.50) is analyzed up to breaking using both a fully nonlinear wave model and high‐accuracy laboratory experiments. For the mildest slope, close agreement ...
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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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