Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 238
BOMOS Storm 9208 10 Meter IOKA Winds / OWI 1 - G and 3 - G Wave Model Output Measured vs. Hindcast Winds and Waves Barracuda 9 Models Measured 25 16 1 Models Measured 300 35 24 180 120 Wave Period Tp ( ) Big Wave Ht . ( m ) Wird Dredion ...
BOMOS Storm 9208 10 Meter IOKA Winds / OWI 1 - G and 3 - G Wave Model Output Measured vs. Hindcast Winds and Waves Barracuda 9 Models Measured 25 16 1 Models Measured 300 35 24 180 120 Wave Period Tp ( ) Big Wave Ht . ( m ) Wird Dredion ...
Page 341
N FIXED MONITORING STATIONS O MAJOR SAMPLING POINTS MOORING DOLPHINS Station N MEASURING CABIN Continuous monitoring of nitrate ... Temperature variation in the bottom silt just blow Station E was measured at two different depth ( Ocm ...
N FIXED MONITORING STATIONS O MAJOR SAMPLING POINTS MOORING DOLPHINS Station N MEASURING CABIN Continuous monitoring of nitrate ... Temperature variation in the bottom silt just blow Station E was measured at two different depth ( Ocm ...
Page 358
Besides the wave forecast and hindcast mentioned above , relative wave heights at six points around the model were measured directly by supersonic wave probes as illustrated in Fig.2 . These relative heights were transformed to wave ...
Besides the wave forecast and hindcast mentioned above , relative wave heights at six points around the model were measured directly by supersonic wave probes as illustrated in Fig.2 . These relative heights were transformed to wave ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind