Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 110
... heave The formation of excessive sand heave inside the caisson compartment as a direct result of seepage flow through sand is one of the key factors that decide the success of the installation process . In this study , sand heave was ...
... heave The formation of excessive sand heave inside the caisson compartment as a direct result of seepage flow through sand is one of the key factors that decide the success of the installation process . In this study , sand heave was ...
Page 111
... heave formation 10 consistent with the increment in the level of surcharge used , where heave observed in the test with 1 N surcharge is about midway between the heave values from self - weight alone and with 2 N surcharge . A similar ...
... heave formation 10 consistent with the increment in the level of surcharge used , where heave observed in the test with 1 N surcharge is about midway between the heave values from self - weight alone and with 2 N surcharge . A similar ...
Page 283
discrete value of heave . The heave range is typically set at maximum value of the barge being totally out of the water at zero roll . The maximum and minimum roll values are determined by sample calculations to see that angle at which ...
discrete value of heave . The heave range is typically set at maximum value of the barge being totally out of the water at zero roll . The maximum and minimum roll values are determined by sample calculations to see that angle at which ...
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Common terms and phrases
amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force