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 56
... diameter pipe , the in - air weight of biofouling per lineal foot ( plf ) of pipe would be about 470 pounds . The weight submerged in sea water would be about 68 plf . Since the unit weight of 12 - inch pipe ranges from 50 plf for ...
... diameter pipe , the in - air weight of biofouling per lineal foot ( plf ) of pipe would be about 470 pounds . The weight submerged in sea water would be about 68 plf . Since the unit weight of 12 - inch pipe ranges from 50 plf for ...
Page 230
... diameter of 0.067 m . The cantilever in Fig 3 has a lower diameter of 0.1 m stepping incrementally to 0.034 m giving an effective taper of 1 : 3 . Figs 4 and 5 show the stepped cylinders with , in the case of the 1 - step , a lower diameter ...
... diameter of 0.067 m . The cantilever in Fig 3 has a lower diameter of 0.1 m stepping incrementally to 0.034 m giving an effective taper of 1 : 3 . Figs 4 and 5 show the stepped cylinders with , in the case of the 1 - step , a lower diameter ...
Page 231
... diameter of 0.067 m . values were plotted against the reduced velocity , also determined using the average diameter , and are shown in Fig 6. For the shear flow case the reference velocity used was the average value . As can be seen ...
... diameter of 0.067 m . values were plotted against the reduced velocity , also determined using the average diameter , and are shown in Fig 6. For the shear flow case the reference velocity used was the average value . As can be seen ...
Contents
HYDRODYNAMIC FORCESI | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Copyright | |
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acting amplitude analysis angle applied approximate assumed body boundary breaking calculated coefficient compared comparison components computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid 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 platform position 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 structure surface Table theory values velocity vertical wave drift wave forces wave height wind