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 523
Table 3 Environmental condition for the load analysis . wave wind Operation
Significant wave Rated wind height 3 . 0m speed Significant wave period 7 . 2
sec Cut - out Significant wave | 25m / sec height 6 . 8m Significant wave period 9 .
Table 3 Environmental condition for the load analysis . wave wind Operation
Significant wave Rated wind height 3 . 0m speed Significant wave period 7 . 2
sec Cut - out Significant wave | 25m / sec height 6 . 8m Significant wave period 9 .
Page 555
... the long - term monthly time series of significant wave height . The significant
wave height time series for SOCAL and NORMIDCAL are shown in Figures 4 and
6 for cells 1 and 9 respectively , to contrast the wave resource difference in these
...
... the long - term monthly time series of significant wave height . The significant
wave height time series for SOCAL and NORMIDCAL are shown in Figures 4 and
6 for cells 1 and 9 respectively , to contrast the wave resource difference in these
...
Page 556
difference in wave energy flux density since it is proportional to significant wave
height squared . Energy flux density in kW per meter of wave front is given by (
Haggerman , 2001 ; Nielsen , 2002 ) ; E ( kW / m ) = 0 . 422 H , T , ( 1 ) where H , ”
is ...
difference in wave energy flux density since it is proportional to significant wave
height squared . Energy flux density in kW per meter of wave front is given by (
Haggerman , 2001 ; Nielsen , 2002 ) ; E ( kW / m ) = 0 . 422 H , T , ( 1 ) where H , ”
is ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
22 other sections not shown
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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 |