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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 (author)
1986
24 pages
Report
No indication
English
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