Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 340
1.1 In order to investigate the effect of the crest width ratio on the submerged breakwater efficiency , several runs are made for a crest width ratio of W / d = 0.47 and double the crest width ratio of W / d = 0.94 ( Figure 5 ) under ...
1.1 In order to investigate the effect of the crest width ratio on the submerged breakwater efficiency , several runs are made for a crest width ratio of W / d = 0.47 and double the crest width ratio of W / d = 0.94 ( Figure 5 ) under ...
Page 341
slightly shifts the wave phase seawards when compared to the vertical type submerged breakwater ( Figure 12 and Figure 13 ) . several submergence ratios . Numerical results for the transmission coefficient in these cases are presented ...
slightly shifts the wave phase seawards when compared to the vertical type submerged breakwater ( Figure 12 and Figure 13 ) . several submergence ratios . Numerical results for the transmission coefficient in these cases are presented ...
Page 343
[ 4 ] Raman , H. , Shankar , J. , Dattatri , J. , ( 1977 ) , " Submerged Breakwaters ” , Central Board of Irrigation and Power Journal 34 , pp . 205–212 . [ 5 ] Seelig W.N. , ( 1980 ) , ” Two dimensional Tests of Wave Transmission and ...
[ 4 ] Raman , H. , Shankar , J. , Dattatri , J. , ( 1977 ) , " Submerged Breakwaters ” , Central Board of Irrigation and Power Journal 34 , pp . 205–212 . [ 5 ] Seelig W.N. , ( 1980 ) , ” Two dimensional Tests of Wave Transmission and ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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amplitude analysis applied approach ASME blade body bottom boundary breaking breakwater calculated coefficient compared computed connection considered Copyright density depth direction displacement distribution effect element elevation energy Engineering equation estimated experimental experiments factor failure Figure floating flow fluid force foundation frequency function given grout increase installed International length limited linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pipe position potential predicted present pressure problem ratio REFERENCES relative Research respectively response risk rotor scale scour shown shows significant simulation solution speed standard stress structure submerged surface Table Technology theory unit University velocity vertical wave wave height wind turbine