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 149
The computed values of the added mass coefficient was higher , while the computed damping factor was considerably small than the measured ones . Since the damping was found to be mostly linear , the difference between the measured ...
The computed values of the added mass coefficient was higher , while the computed damping factor was considerably small than the measured ones . Since the damping was found to be mostly linear , the difference between the measured ...
Page 243
Barometric variations are both seasonal and short term , they influence the sea level and thereby the computed tidal constituents . The short term variation should be at random and be comparable with noise with respect to tides .
Barometric variations are both seasonal and short term , they influence the sea level and thereby the computed tidal constituents . The short term variation should be at random and be comparable with noise with respect to tides .
Page 244
ERE expected real part of the error EI expected imaginary part of the error А = computed amplitude of the constituent . Tidal Prediction Error All computed standard error levels ( Table 4 ) of the tidal constituents listed in table 5 ...
ERE expected real part of the error EI expected imaginary part of the error А = computed amplitude of the constituent . Tidal Prediction Error All computed standard error levels ( Table 4 ) of the tidal constituents listed in table 5 ...
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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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Common terms and phrases
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