A platform for research: civil engineering, architecture and urbanism
Some available data on wave overtopping by monochromatic waves were reevaluated before publication of the Shore Protection Manual (U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1973). The analysis of earlier data was made in order to summarize and present it in a more readily usable form. This paper provides empirical equations which can be used to predict overtopping rates for various structure slopes and structure types if accurate predictions of runup are available.
Some available data on wave overtopping by monochromatic waves were reevaluated before publication of the Shore Protection Manual (U.S. Army, Corps of Engineers, Coastal Engineering Research Center, 1973). The analysis of earlier data was made in order to summarize and present it in a more readily usable form. This paper provides empirical equations which can be used to predict overtopping rates for various structure slopes and structure types if accurate predictions of runup are available.
Wave Overtopping Equation
J. R. Weggel (author)
1977
21 pages
Report
No indication
English
Civil Engineering , Dynamic Oceanography , Structural engineering , Wave equations , Mathematical prediction , Height , Shores , Structures , Levees , Walls , Slope , Coastal regions , Model tests , Scaling factors , Hydrodynamics , Mathematical models , Shore protection , Ocean waves , Overtopping , Coastal engineering , Sea walls , Wave runup , Hydraulic structures
The Wave Overtopping Simulator
British Library Conference Proceedings | 2007
|British Library Conference Proceedings | 1999
|British Library Conference Proceedings | 2004
|TIBKAT | 1971
|