Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 53
( a ) Measured variation of water surface elevation for long - crested waves ( target fo = 0.33 Hz , Hg = 0.456 m ) . ( b ) Comparison of measured and target wave spectra for the same case . MEASURED PREDICTED O 9 8 7 6 5 0.10m 0.10m ...
( a ) Measured variation of water surface elevation for long - crested waves ( target fo = 0.33 Hz , Hg = 0.456 m ) . ( b ) Comparison of measured and target wave spectra for the same case . MEASURED PREDICTED O 9 8 7 6 5 0.10m 0.10m ...
Page 54
00:06 MEASURED NEASURED -0.00 PREDICTED PREDICTED 70.00 80.00 50.00 N ** 2 / HZ 000h 00 OC 20.00 Go.01 $ 8 8 0.00 0.20 0.80 5.86 1.00 1.60 1.00 2.00 0.00 0.26 0 . 6.80 1.00 1.20 1.00 P.GE 2.00 HZ . HZ . Measured and predicted in - line ...
00:06 MEASURED NEASURED -0.00 PREDICTED PREDICTED 70.00 80.00 50.00 N ** 2 / HZ 000h 00 OC 20.00 Go.01 $ 8 8 0.00 0.20 0.80 5.86 1.00 1.60 1.00 2.00 0.00 0.26 0 . 6.80 1.00 1.20 1.00 P.GE 2.00 HZ . HZ . Measured and predicted in - line ...
Page 70
Comparison between measured and simulated wave forces Run No ( KC ) 1/3 Wave forces Fmax F1 / 10 F1 / 3 F ( MDF B2Z 5.8 0.978 Measured Calculated Brrors ( % ) 4.92 4.89 -0.7 3.27 3.40 4.0 2.60 2.70 3.9 1.74 1.74 0.3 1.49 1.66 3.6 JIZ ...
Comparison between measured and simulated wave forces Run No ( KC ) 1/3 Wave forces Fmax F1 / 10 F1 / 3 F ( MDF B2Z 5.8 0.978 Measured Calculated Brrors ( % ) 4.92 4.89 -0.7 3.27 3.40 4.0 2.60 2.70 3.9 1.74 1.74 0.3 1.49 1.66 3.6 JIZ ...
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Contents
HYDRODYNAMIC FORCESI | 1 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Wave Load Estimation in Deep Water as Affected by Wave Period Errors | 33 |
Copyright | |
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acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density dependent depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum speed structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind