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 109
0 Wave period ( s ) 8 10 12 Wave period ( s ) 14 16 Heave of PON3 Vertical force
of coupling mechanism Single unt 3 units . Straight - line , Horizontal conn (
8000kN / m ) + Horizontal + Oblique 2000 Heave amp / Wave amp ( m / m ) Fz
amp ...
0 Wave period ( s ) 8 10 12 Wave period ( s ) 14 16 Heave of PON3 Vertical force
of coupling mechanism Single unt 3 units . Straight - line , Horizontal conn (
8000kN / m ) + Horizontal + Oblique 2000 Heave amp / Wave amp ( m / m ) Fz
amp ...
Page 113
Sig wave height ( mm ) * - 100ldm 1000KM 5000km 10000km 5 6 11 12 13 7 8 9
10 Sig . wave period ( s ) 4 5 6 7 8 9 10 Sig . wave period ( s ) 11 12 13
Horizontal force of coupling mechanism Straight - line Tension of resticting
mechanism ...
Sig wave height ( mm ) * - 100ldm 1000KM 5000km 10000km 5 6 11 12 13 7 8 9
10 Sig . wave period ( s ) 4 5 6 7 8 9 10 Sig . wave period ( s ) 11 12 13
Horizontal force of coupling mechanism Straight - line Tension of resticting
mechanism ...
Page 210
For P - III distribution , the siltation amount of 100 - years return period value is
1097 . 42 * 10 * mo , 50 - years return period value is 929 . 53x104 m ” , and 10 -
years return period value is 543 . 51 * 10 * mo . For Log - normal distribution , the
...
For P - III distribution , the siltation amount of 100 - years return period value is
1097 . 42 * 10 * mo , 50 - years return period value is 929 . 53x104 m ” , and 10 -
years return period value is 543 . 51 * 10 * mo . For Log - normal distribution , the
...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
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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