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Communications on Hydraulic and Geotechnical Engineering. Energy Dissipation in Breaking Solitary and Periodic Waves
A comparison has been given of calculated and measured wave height decay, for solitary waves on a plane, 1:100 slope, and for periodic waves on a horizontal bottom and on plane slopes of widely varying inclination. For all these cases a fair overall agreement is obtained for B = 2, in which B is the coefficent in the estimate of the dissipation rate.
Communications on Hydraulic and Geotechnical Engineering. Energy Dissipation in Breaking Solitary and Periodic Waves
A comparison has been given of calculated and measured wave height decay, for solitary waves on a plane, 1:100 slope, and for periodic waves on a horizontal bottom and on plane slopes of widely varying inclination. For all these cases a fair overall agreement is obtained for B = 2, in which B is the coefficent in the estimate of the dissipation rate.
Communications on Hydraulic and Geotechnical Engineering. Energy Dissipation in Breaking Solitary and Periodic Waves
J. A. Battjes (Autor:in)
1986
24 pages
Report
Keine Angabe
Englisch
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