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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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