Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 502
... 10 min . mean wind speed 51 m / s max . instantaneous wind speed 70 m / s :
significant wave height 5.5 m ( offshore ) significant wave period = 10 s tidal
current : current speed = 0.5 kn The storage barges are nearly rectangular in
shape .
... 10 min . mean wind speed 51 m / s max . instantaneous wind speed 70 m / s :
significant wave height 5.5 m ( offshore ) significant wave period = 10 s tidal
current : current speed = 0.5 kn The storage barges are nearly rectangular in
shape .
Page 503
129'0 ' Point B 59 ' Wave Height Point 0 Point T Wind , Wave Height Wave
Direction Tidal Current Measurement Turminal Point K Atmospheric Pressure 32'
58 0 500 1000m 3.1 Measurement System and Procedure Field measurement of
the ...
129'0 ' Point B 59 ' Wave Height Point 0 Point T Wind , Wave Height Wave
Direction Tidal Current Measurement Turminal Point K Atmospheric Pressure 32'
58 0 500 1000m 3.1 Measurement System and Procedure Field measurement of
the ...
Page 163
TABLE 1 Table 2 : Specification of tidal variables . TIMUL PUTIN NILSE PODIT
PEQUDICT I WE CPH ETUS DECRETS Platform A Platform A ( m ) Platform B ( n
) 6.3 0 . 9.0 13.3 14.7 16.1 17.3 0 2.5 4.5 5.5 6.5 8.5 0 2.45 5.02 6.64 7.84 9.55 0
...
TABLE 1 Table 2 : Specification of tidal variables . TIMUL PUTIN NILSE PODIT
PEQUDICT I WE CPH ETUS DECRETS Platform A Platform A ( m ) Platform B ( n
) 6.3 0 . 9.0 13.3 14.7 16.1 17.3 0 2.5 4.5 5.5 6.5 8.5 0 2.45 5.02 6.64 7.84 9.55 0
...
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Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
HYDRODYNAMIC FORCES | 47 |
The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |
Copyright | |
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acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind