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 72
... pressure , y = 1.18 ; without considering dynamic soil pressure , y = 1.15 ; without considering equipment mass , y = 1.30 . The above results show that the effect of hydrodynamic pressure and dynamic soil pressure on y can be neglected ...
... pressure , y = 1.18 ; without considering dynamic soil pressure , y = 1.15 ; without considering equipment mass , y = 1.30 . The above results show that the effect of hydrodynamic pressure and dynamic soil pressure on y can be neglected ...
Page 118
... pressure , H is flow area ( 10 cm2 ) , C , is head loss coefficient ( 0.5 ) and e is the density of the flowing fluid . Manipulation of the orifice flow equation gives for AP : AP = € / 2 [ Q / ( CH ) ] 2 ( 3 ) The pressure driving free ...
... pressure , H is flow area ( 10 cm2 ) , C , is head loss coefficient ( 0.5 ) and e is the density of the flowing fluid . Manipulation of the orifice flow equation gives for AP : AP = € / 2 [ Q / ( CH ) ] 2 ( 3 ) The pressure driving free ...
Page 165
... pressure drop , Ap * , and the efficiency , n , with flow coefficient , . The non - dimensional pressure drop P1 P2 across the turbine is given by Ap * Fig 3.1 Non - Dimensional Pressure Drop for Model 1 for Varying Flow Coefficients ...
... pressure drop , Ap * , and the efficiency , n , with flow coefficient , . The non - dimensional pressure drop P1 P2 across the turbine is given by Ap * Fig 3.1 Non - Dimensional Pressure Drop for Model 1 for Varying Flow Coefficients ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
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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