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
This can be eliminated by considering denser mesh density and timestepping
scheme . 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 .
This can be eliminated by considering denser mesh density and timestepping
scheme . 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 .
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 is about ...
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 is about ...
Page 606
157 Annual cost per unit output ( cent / kWh ) 60 40 20 10 0 100k Figure 12 Total
efficiency with different operation factors and relative tandem distance 2 4 6 8 10
12 14 16 18 20 Time ( Years ) Key Farm Size ( platforms ) Small Medium Large ...
157 Annual cost per unit output ( cent / kWh ) 60 40 20 10 0 100k Figure 12 Total
efficiency with different operation factors and relative tandem distance 2 4 6 8 10
12 14 16 18 20 Time ( Years ) Key Farm Size ( platforms ) Small Medium Large ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
22 other sections not shown
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Common terms and phrases
analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal 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 |