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 237
Historically the use of such reference as a chart datum is sufficient and logical : from such charts the minimum keel clearance of vessels can immediately be derived . Our Ekofisk design criteria by A.H. Glenn and Associates of August ...
Historically the use of such reference as a chart datum is sufficient and logical : from such charts the minimum keel clearance of vessels can immediately be derived . Our Ekofisk design criteria by A.H. Glenn and Associates of August ...
Page 241
0.60 OBSERVED HIGHS PREDICTED HIGHS 0.40 0.20 SUMMER 1987 DATA 0.00 ELEVATION , REFERENCE IS M.S.L. , M -0.20 -0.40 2 . with a little over three years of data available , the most suitable analysis period can be chosen .
0.60 OBSERVED HIGHS PREDICTED HIGHS 0.40 0.20 SUMMER 1987 DATA 0.00 ELEVATION , REFERENCE IS M.S.L. , M -0.20 -0.40 2 . with a little over three years of data available , the most suitable analysis period can be chosen .
Page 359
We compare the record of 10 day averaged pressures to determine the subsidence from one platform to the other ( Reference [ 3 ] ) . The reliability of the pressure gauge system has been firmly established , ( Reference ( 41 ) so that ...
We compare the record of 10 day averaged pressures to determine the subsidence from one platform to the other ( Reference [ 3 ] ) . The reliability of the pressure gauge system has been firmly established , ( Reference ( 41 ) so that ...
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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