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 225
The two velocity components measured were in a plane parallel to the side walls of the tank with a measurement volume cross - section of approximately 100 um in diameter . Frequency shifting was utilized enabling the resolution ...
The two velocity components measured were in a plane parallel to the side walls of the tank with a measurement volume cross - section of approximately 100 um in diameter . Frequency shifting was utilized enabling the resolution ...
Page 243
Theoretically a change in barometer of +1 mb gives a sea water level change of approximately -1 cm ( See Puch ( 8 ) chapter 9.5.2 ) . If we assumed this relationship to be applicable for the Ekofisk area , the influence of winds and ...
Theoretically a change in barometer of +1 mb gives a sea water level change of approximately -1 cm ( See Puch ( 8 ) chapter 9.5.2 ) . If we assumed this relationship to be applicable for the Ekofisk area , the influence of winds and ...
Page 244
The sum of the amplitudes of all tidal constituents is approximately 1.00 M. The equivalent sum for barometric constituents is 0.18 M - thus errors in the barometric constituents will not likely influence the average of the error of the ...
The sum of the amplitudes of all tidal constituents is approximately 1.00 M. The equivalent sum for barometric constituents is 0.18 M - thus errors in the barometric constituents will not likely influence the average of the error of the ...
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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