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 33
Time Histories Pressure at top of test section : 18.3 psia Airlift pipe diameter : 12 inches Nodule concentration : 24 % by volume Figure 7 presents a typical plot of the data from the densitometer and represents the density of the ...
Time Histories Pressure at top of test section : 18.3 psia Airlift pipe diameter : 12 inches Nodule concentration : 24 % by volume Figure 7 presents a typical plot of the data from the densitometer and represents the density of the ...
Page 363
75.00 SPECTRAL DENSITY SIMULATED SEA SURFACE v = 1 -LINEAR -NONLINEAR 0009 Earlier publications by the authors showed that the simulation method is capable of modeling several observed features of nonlinear wave spectra .
75.00 SPECTRAL DENSITY SIMULATED SEA SURFACE v = 1 -LINEAR -NONLINEAR 0009 Earlier publications by the authors showed that the simulation method is capable of modeling several observed features of nonlinear wave spectra .
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 HT ...
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 HT ...
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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 |