Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 40
... period of OWC , and represented as follows . dowc = głowc / 4π2 for front - opening type , and 3 2 dowc = ( 28Towc - ' lowc ) / 8π2 for bottom - opening type . Depth of OWC is also effective for blocking wave as barrier plate . When wave ...
... period of OWC , and represented as follows . dowc = głowc / 4π2 for front - opening type , and 3 2 dowc = ( 28Towc - ' lowc ) / 8π2 for bottom - opening type . Depth of OWC is also effective for blocking wave as barrier plate . When wave ...
Page 265
... Wave period T ( sec ) 0.30 W.D = 108 ° , Deep water 0.25 0.20 0.15 0.10 0.05 A 0 5 6 7 8 9 10 11 12 13 Wave period T ( sec ) 0.30 W.D = 108 ° , Shallow water 0.25 0.20 0.15 0.10 0.05 0 5 6 7 8 9 10 11 12 13 Wave period T ( sec ) Fig ...
... Wave period T ( sec ) 0.30 W.D = 108 ° , Deep water 0.25 0.20 0.15 0.10 0.05 A 0 5 6 7 8 9 10 11 12 13 Wave period T ( sec ) 0.30 W.D = 108 ° , Shallow water 0.25 0.20 0.15 0.10 0.05 0 5 6 7 8 9 10 11 12 13 Wave period T ( sec ) Fig ...
Page 314
Wave Reef edge Reef face Atoll Reef top Figure 1. Typical reef shape Floating structure Ring reef 1km . Figure 2 ... period is 19 seconds in the case of 100 years of return period . Under these conditions , the problems faced in ...
Wave Reef edge Reef face Atoll Reef top Figure 1. Typical reef shape Floating structure Ring reef 1km . Figure 2 ... period is 19 seconds in the case of 100 years of return period . Under these conditions , the problems faced in ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind