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 126
... cage details submersible load cell was placed inline between the attachment cord and the cage being towed . CARRIAGE VELOCITY Parameter Prototype Model Float Pipe Pipe Diameter 251 mm 12.7 mm Pipe Wall Thickness 9.7 mm 1.50 mm Inner ...
... cage details submersible load cell was placed inline between the attachment cord and the cage being towed . CARRIAGE VELOCITY Parameter Prototype Model Float Pipe Pipe Diameter 251 mm 12.7 mm Pipe Wall Thickness 9.7 mm 1.50 mm Inner ...
Page 140
... cage model diameter of 0.71 meters which is an ideal size for the UNH tank . Since overall dynamics were critical to the objectives , it was important that the cage and mooring system have the same scale factor . The tests were Froude ...
... cage model diameter of 0.71 meters which is an ideal size for the UNH tank . Since overall dynamics were critical to the objectives , it was important that the cage and mooring system have the same scale factor . The tests were Froude ...
Page 144
... cage bottom follows the contours of the wave for o values less than the peak frequency . At values of a greater than ... cage bottom . CONCLUSION Since the gravity - type fish cage used in this study is a non- rigid structure , the ...
... cage bottom follows the contours of the wave for o values less than the peak frequency . At values of a greater than ... cage bottom . CONCLUSION Since the gravity - type fish cage used in this study is a non- rigid structure , the ...
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