A platform for research: civil engineering, architecture and urbanism
This paper reviews the common theories for determining the magnitude and distribution of wave forces on vertical walls and sloping, rubble-mound breakwaters and compares these theories, selecting the best available for use. The results of the better theories are compared with experimental data, and an outline is given of experimental investigations considered necessary to obtain data sufficient for the design of economical and safe breakwaters.
This paper reviews the common theories for determining the magnitude and distribution of wave forces on vertical walls and sloping, rubble-mound breakwaters and compares these theories, selecting the best available for use. The results of the better theories are compared with experimental data, and an outline is given of experimental investigations considered necessary to obtain data sufficient for the design of economical and safe breakwaters.
Wave Forces on Breakwaters
Hudson, Robert Y. (author)
Transactions of the American Society of Civil Engineers ; 118 ; 653-674
2021-01-01
221953-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Engineering Index Backfile | 1952
|TIBKAT | 1961
|Wave Forces on Submerged and Low-Crested Breakwaters
British Library Conference Proceedings | 2001
|On berm breakwaters: Recession, crown wall wave forces, reliability
Elsevier | 2011
|