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This report combines the material previously presented in Sections 2.62 and 3.85 of the Shore Protection Manual. Computation of wave setup on beaches as steep as 1 on 10 (m=0.01) can be easily determined by graphical means when incident wave conditions are defined. Practical applications are discussed and two example problems are provided. (Author)
This report combines the material previously presented in Sections 2.62 and 3.85 of the Shore Protection Manual. Computation of wave setup on beaches as steep as 1 on 10 (m=0.01) can be easily determined by graphical means when incident wave conditions are defined. Practical applications are discussed and two example problems are provided. (Author)
Wave Setup on a Sloping Beach
J. R. Lesnik (Autor:in)
1977
19 pages
Report
Keine Angabe
Englisch
TIBKAT | 1977
|NTIS | 1960
|Experimental Results of Wave Transformation Across a Sloping Beach
British Library Conference Proceedings | 1995
|Motion of bore over sloping beach
Engineering Index Backfile | 1960
|Runup of Single Waves on a Sloping Beach
NTIS | 1973
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