Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 239
1.20 RELATIVE BAROMETRIC PRESSURE 1.10 1.00 ama 0.90 0.80 ALBUSKJELI . 30 DAY MOVING AVERAGE OF SEABED AND BAROMETRIC PRESSURE RELATIVE HYDROSTATIC PRESSURE , METERS 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 FREQUENCY IN CPH Figure 7 ...
1.20 RELATIVE BAROMETRIC PRESSURE 1.10 1.00 ama 0.90 0.80 ALBUSKJELI . 30 DAY MOVING AVERAGE OF SEABED AND BAROMETRIC PRESSURE RELATIVE HYDROSTATIC PRESSURE , METERS 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 FREQUENCY IN CPH Figure 7 ...
Page 240
Difference pressures between the benchmark platforms Albuskjell , Edda and Tor should be a constant , while the ... Twelve day moving average hydrostatic pressure differences between the hydrostatic pressure records are shown in figure ...
Difference pressures between the benchmark platforms Albuskjell , Edda and Tor should be a constant , while the ... Twelve day moving average hydrostatic pressure differences between the hydrostatic pressure records are shown in figure ...
Page 334
The maximum explosion peak pressure is nearly the same in both experiments after ignition . The increase of maximum explosion pressure with the orifice diameter for gaseous release ( filled dots ) . This is shown in Figure 7 , line a ) ...
The maximum explosion peak pressure is nearly the same in both experiments after ignition . The increase of maximum explosion pressure with the orifice diameter for gaseous release ( filled dots ) . This is shown in Figure 7 , line a ) ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces