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 245
During a good weather period lasting several days the predicted tidal elevations are excellent . When bad weather is about to arrive , the predictions are offset by some setup . The difference between the observed and predicted tidal ...
During a good weather period lasting several days the predicted tidal elevations are excellent . When bad weather is about to arrive , the predictions are offset by some setup . The difference between the observed and predicted tidal ...
Page 627
Figure 8 shows both experimental data and predicted profiles when the B is known . In this case , eo and C ' are predicted from Figs . 3 and 5. respectively , with the liquid limit of the surface sample . The a is predicted from the ...
Figure 8 shows both experimental data and predicted profiles when the B is known . In this case , eo and C ' are predicted from Figs . 3 and 5. respectively , with the liquid limit of the surface sample . The a is predicted from the ...
Page 648
The heave responses are predicted fairly well by the strip - theory . Figure 2 shows a comparison of the measured and the calculated heave responses forward speed in beam waves of Models A1 , A2 , A3 and C2 . Extreme peak values appear ...
The heave responses are predicted fairly well by the strip - theory . Figure 2 shows a comparison of the measured and the calculated heave responses forward speed in beam waves of Models A1 , A2 , A3 and C2 . Extreme peak values appear ...
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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