Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 124
... grid , and the cages are located above the center of each grid rectangle . The grid is anchored to the bottom using six mooring legs each incorporating a chain catenary . Tension is maintained by using flotation at the six nodal points ...
... grid , and the cages are located above the center of each grid rectangle . The grid is anchored to the bottom using six mooring legs each incorporating a chain catenary . Tension is maintained by using flotation at the six nodal points ...
Page 135
... grid is observed for orientation 2. The maximal tensile stress in the mooring grid lines is also the lowest for this orientation ( 0.13263 × 108 Pa vs. 0.1654x108 Pa for orientation 1 and 0.1558 × 108 Pa for orientation 3 ) . Incoming ...
... grid is observed for orientation 2. The maximal tensile stress in the mooring grid lines is also the lowest for this orientation ( 0.13263 × 108 Pa vs. 0.1654x108 Pa for orientation 1 and 0.1558 × 108 Pa for orientation 3 ) . Incoming ...
Page 168
... GRID DENSITIES . Both 2D simulations were carried out with exactly the same boundary conditions and the same solution procedures . The coarser grid shows a completely different flow separation pattern . The back - flow area is very ...
... GRID DENSITIES . Both 2D simulations were carried out with exactly the same boundary conditions and the same solution procedures . The coarser grid shows a completely different flow separation pattern . The back - flow area is very ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind