This paper describes the design of a permeable caisson breakwater with slanting slabs (Types I and II) and presents some preliminary experimental results, together with relevant figures and tables. Analysis is made of...This paper describes the design of a permeable caisson breakwater with slanting slabs (Types I and II) and presents some preliminary experimental results, together with relevant figures and tables. Analysis is made of the reflection coefficient, transmission coefficient, acting wave pressures, water jetting at the crest of the breakwater, and wave overtopping. Experiments show conclusively that this type of breakwater has the advantages of light dead weight, good wave-absorbing performance, low coefficients of reflection and transmission, and small wave overtopping.展开更多
文摘This paper describes the design of a permeable caisson breakwater with slanting slabs (Types I and II) and presents some preliminary experimental results, together with relevant figures and tables. Analysis is made of the reflection coefficient, transmission coefficient, acting wave pressures, water jetting at the crest of the breakwater, and wave overtopping. Experiments show conclusively that this type of breakwater has the advantages of light dead weight, good wave-absorbing performance, low coefficients of reflection and transmission, and small wave overtopping.
