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Keywords: wave case
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Proceedings Papers

Paper presented at the The 33rd International Ocean and Polar Engineering Conference, June 19–23, 2023
Paper Number: ISOPE-I-23-068
... Laboratory Ocean Basin at the University of Plymouth, UK. The test cases under consideration are (i) static equilibrium load cases, (ii) free decay tests and (iii) two focused wave cases with different wave steepness. The FOWT is modelled using a two-phase Navier-Stokes solver inside the OpenFOAM-v2006...
Proceedings Papers

Paper presented at the The 33rd International Ocean and Polar Engineering Conference, June 19–23, 2023
Paper Number: ISOPE-I-23-071
... (which is particularly problematic for offshore renewable energy applications, like floating offshore wind, where the margins, associated with the cost of energy, are very tight). mooring system social responsibility sustainable development wind energy wave case platform design sub-sea...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-347
... slope resistance head sea computation free surface wavelength motion response free-running test ocean engineering prediction experiment wave case ship performance test method propeller Proceedings of the Thirty-second (2022) International Ocean and Polar Engineering Conference Shanghai...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-172
... motions (including heave and roll/pitch) amplitude in the coupled load condition is a little larger than those observed from the pure wave cases. A quasi-lock-in phenomenon and nonnegligible mean displacement in heave is observed in the coupled load case, and vortex-induced force is supposed as the reason...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-321
... the hydrodynamic force on the net panel in the towing tank and suggested the formula for Cd, in which drag coefficients of circular cylinders and spheres were adopted to modify the original prediction. wave period cylinder flow velocity wave case net panel force coefficient diameter solidity...
Proceedings Papers

Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-246
... structure dynamic ultimate strength wave height regular wave freight & logistics services wave case wave length hinge ultimate strength deformation hydroelasto-buckling ship model test marine transportation rotation angle history ship model Hydroelasto-buckling Ship Model Test...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-660
... spacing of the descending eddies. beach svendsen spilling breaker shoreline trough level wave cycle horizontal velocity coastal engineering smooth slope upstream oil & gas return current breaking point regular wave wave case experimental study just upstream breaker measurement...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-315
... use as a tool for the design and analysis of floating offshore wind systems. fairlead load signal renewable energy amplitude line load coefficient subsea system wave case mooring system orcaflex mean value regular wave case 1 module platform motion experiment drag coefficient...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-454
... be concluded that the way of using the equivalent drag coefficient CDf in the modeling of flexible vegetation fields such as kelps, reeds, seagrasses and so on are valid. mendez experimental data flexible vegetation engineering vibration vegetation wave case wave height equation drag...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-026
.... numerical simulation bridle line upstream oil & gas numerical model coefficient reduction coefficient float collar cage system fish net anchor line engineering grid axis external force wave case deformation hydrodynamic behavior side anchor line mooring system subsea system line...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-558
... and whipping responses in nonlinear time domain, these slamming forces are included. For the springing wave cases, then the magnitude of the slamming forces was reviewed and found to be very small, hence for these smaller waves, then whipping was not occurring due to forward body slamming and hence the results...
Proceedings Papers

Paper presented at the The Eighteenth International Offshore and Polar Engineering Conference, July 6–11, 2008
Paper Number: ISOPE-I-08-129
...-decomposition method. The results of the test of numerical wave generation show that this model is suitable for long time simulation with the reflection coefficient only about 4% for random waves. For regular wave cases, the simulated results show well agreement with linear solution and other numerical models...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-317
... shows the setup of the movable seabed model. wave condition seabed soil reservoir characterization wave-induced dynamic stress stress path wave case theoretical wave height experiment engineering dynamic stress upstream oil & gas seabed surface wave crest diagram vertical...
Proceedings Papers

Paper presented at the The Fifth International Offshore and Polar Engineering Conference, June 11–16, 1995
Paper Number: ISOPE-I-95-013
... (multicolumn» - Irregular wave No.5: Hs=O.280m Tp=2.40s JONSWAP, Gamma=1.7 (Used in tests 60 (single column) & 1003 (multicolumn» Wave No. 18 represents a rather steep regular wave case, without wave breaking occurring. Wave No.5 was run to simulate a 3-hour lOO-year storm in scale 1:55...

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