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 209
6,7,8,9 respectively ; it is the period of time of sediment concentration lagging the wind . Through 3. VERFICATION OF THE EQUATIONS observation , it is that tk = 2-4 hours . The beach of Hanghua harbor is silt - sandy beach .
6,7,8,9 respectively ; it is the period of time of sediment concentration lagging the wind . Through 3. VERFICATION OF THE EQUATIONS observation , it is that tk = 2-4 hours . The beach of Hanghua harbor is silt - sandy beach .
Page 427
... an an chambers can be obtained by integrating p over the wetted surface and Pc over the surface contacting the air respectively . 2 ko * O Fit 는 ] pov , og de + - Cidad your s ovi G , dl == -G dl 1Σα ' 4 a ' gixs ' .
... an an chambers can be obtained by integrating p over the wetted surface and Pc over the surface contacting the air respectively . 2 ko * O Fit 는 ] pov , og de + - Cidad your s ovi G , dl == -G dl 1Σα ' 4 a ' gixs ' .
Page 428
T ] Pur = 1,771 " Re [ U ' ; e ** ] Re [ U ' ; e ** ] dt +1 - 7 ] Śly " Juoll ( 34 ) 1 2 $ = absorbed by the four models are shown in Figs.3-6 respectively for various values of equivalent linear damping parametery ( kg - mass / m2 sec ...
T ] Pur = 1,771 " Re [ U ' ; e ** ] Re [ U ' ; e ** ] dt +1 - 7 ] Śly " Juoll ( 34 ) 1 2 $ = absorbed by the four models are shown in Figs.3-6 respectively for various values of equivalent linear damping parametery ( kg - mass / m2 sec ...
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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 |