Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 151
... Buoy Fig . 1 : Scatter plot of the significant wave height ( Hs ) obtained by the WaMOS II and the buoy both located at FPSO Norne in the northern North Sea . The correlation coefficient is r = 0.89 . Data : STATOIL . The corresponding ...
... Buoy Fig . 1 : Scatter plot of the significant wave height ( Hs ) obtained by the WaMOS II and the buoy both located at FPSO Norne in the northern North Sea . The correlation coefficient is r = 0.89 . Data : STATOIL . The corresponding ...
Page 152
... Buoy .... ..WaMOS II 1 2 3 4 5 6 H , [ m ] Buoy Fig . 3 : Scatter plot of the significant wave height ( Hs ) obtained by the WaMOS II located at FPSO Curlew and a buoy operating at Auk Alpha 33 nm SE of Curlew . The correlation ...
... Buoy .... ..WaMOS II 1 2 3 4 5 6 H , [ m ] Buoy Fig . 3 : Scatter plot of the significant wave height ( Hs ) obtained by the WaMOS II located at FPSO Curlew and a buoy operating at Auk Alpha 33 nm SE of Curlew . The correlation ...
Page 153
... Buoy + WaMb3 Nieto Borges et al 2 2.5 5.0 H , [ m ] Buoy 7.5 10 0 0 Fig . 5 : Scatter plot of the significant wave height ( Hs ) obtained by the WaMOS II located at lighthouse Cabo PeƱas and a buoy operating about 18 nm North of WaMOS ...
... Buoy + WaMb3 Nieto Borges et al 2 2.5 5.0 H , [ m ] Buoy 7.5 10 0 0 Fig . 5 : Scatter plot of the significant wave height ( Hs ) obtained by the WaMOS II located at lighthouse Cabo PeƱas and a buoy operating about 18 nm North of WaMOS ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind