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 605
single turbine's maximum efficiency ( about sixteen turbines in a line ) as shown Figure 9. The average power efficiency can be obtained as eighty two percent . That is to say , the optimal condition is that the farm average efficiency ...
single turbine's maximum efficiency ( about sixteen turbines in a line ) as shown Figure 9. The average power efficiency can be obtained as eighty two percent . That is to say , the optimal condition is that the farm average efficiency ...
Page 606
9.57 91 30 25 8.5 20 8 ធំ 15 Annual cost per unit output ( cent / kWh ) 107.5 5 7 0 80 Oecodeede 30 40 20 6.5 20 10 оо 100K 0/21 Figure 12 Total efficiency with different operation factors and relative tandem distance - -- be 6 0 2 4 ...
9.57 91 30 25 8.5 20 8 ធំ 15 Annual cost per unit output ( cent / kWh ) 107.5 5 7 0 80 Oecodeede 30 40 20 6.5 20 10 оо 100K 0/21 Figure 12 Total efficiency with different operation factors and relative tandem distance - -- be 6 0 2 4 ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
59 other sections not shown
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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2007 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791842711, 9780791842713 |
| Export Citation | BiBTeX EndNote RefMan |