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 32
dp / dL = d ( 1 + fV2 / 2gD ) ( 1 ) Fs from Equation ( 3 ) can now be evaluated in terms of K , with other flow and density factors . The result , when ratioed for Fs , is : If weight rate of flow of the three - phase mixture ( Wm ) is ...
dp / dL = d ( 1 + fV2 / 2gD ) ( 1 ) Fs from Equation ( 3 ) can now be evaluated in terms of K , with other flow and density factors . The result , when ratioed for Fs , is : If weight rate of flow of the three - phase mixture ( Wm ) is ...
Page 502
Maximum instantaneous electric power as depending on damping factor and sea state . Red , black and blue lines are least square approximations of the 12.7 kNs / m , 8.53 kNs / m and 5.23 kNs / m damping factors . m , the plant .
Maximum instantaneous electric power as depending on damping factor and sea state . Red , black and blue lines are least square approximations of the 12.7 kNs / m , 8.53 kNs / m and 5.23 kNs / m damping factors . m , the plant .
Page 503
3 shows the maximum active power for different sea states and damping factors . Each data point represents the maximum ... A closest to optimal damping factor was identified in the vicinity of the 8.53 kNs / m damping factor .
3 shows the maximum active power for different sea states and damping factors . Each data point represents the maximum ... A closest to optimal damping factor was identified in the vicinity of the 8.53 kNs / m damping factor .
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
59 other sections not shown
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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
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 |