Comparative study on airgap under floating platforms and run-up along platform columns

Present engineering practice for computing airgap (i.e. the clearance between waves and deck) on floating platforms relies on very simplified approaches. However, recently several new codes for computation of nonlinear wave diffraction have been developed. To obtain a state of the art of the capabilities of these methods, test cases related to airgap under a floating platform and run-up along platform columns have been defined. Several organizations have been invited to apply their numerical tools to compute airgap and run-up for the defined test cases. The results from the comparisons are summarized and compared to experimental results. The study has been part of the work of ISSC2000 Committee 1.2.

[1]  大楠 丹 Advances in marine hydrodynamics , 1996 .

[2]  Moo-Hyun Kim,et al.  Fully nonlinear interactions of waves with a three-dimensional body in uniform currents , 1998 .

[3]  D. Kriebel NONLINEAR WAVE INTERACTION WITH A VERTICAL CIRCULAR CYLINDER - PART II: WAVE RUN-UP , 1992 .

[4]  D. Yue,et al.  The complete second-order diffraction solution for an axisymmetric body Part 2. Bichromatic incident waves and body motions , 1990, Journal of Fluid Mechanics.

[5]  Moo-Hyun Kim,et al.  The complete second-order diffraction solution for an axisymmetric body Part 1. Monochromatic incident waves , 1989, Journal of Fluid Mechanics.

[6]  John M. Niedzwecki,et al.  Wave Runup and Forces on Cylinders in Regular and Random Waves , 1992 .

[7]  F G Nielsen,et al.  DYNAMIC CHARACTERISTICS OF A LARGE CATENARY MOORED PRODUCTION PLATFORM , 1994 .

[8]  Spyros A. Mavrakos,et al.  Comparative study on mooring line dynamic loading , 1999 .

[9]  Jan Broeze,et al.  A three-dimensional panel method for nonlinear free surface waves on vector computers , 1993 .

[10]  Carlos Alberto Brebbia,et al.  Advances in fluid mechanics: proceedings of a conference held at Aachen, March 26-28, 1980 , 1981 .

[11]  Kwok Fai Cheung,et al.  Run-up on a structure due to second-order waves and a current in a numerical wave tank , 1998 .

[12]  A. Lloyd,et al.  Seakeeping: Ship Behaviour in Rough Weather , 1998 .

[13]  Pierre Ferrant,et al.  Second Order Wave Diffraction Patterns About Complex Offshore Structures , 2000 .

[14]  Odd M. Faltinsen,et al.  Sea loads on ships and offshore structures , 1990 .

[15]  F G Nielsen,et al.  MOTION RESPONSE OF FLOATING PRODUCTION UNITS: RESULTS FROM A COMPARATIVE STUDY ON COMPUTER PROGRAMS , 1991 .

[16]  G. Forristall Wave Crest Distributions: Observations and Second-Order Theory , 2000 .

[17]  Hang S. Choi,et al.  A numerical approach to three-dimensional diffraction problem in non-linear waves , 1999 .

[18]  R C MacCamy,et al.  Wave forces on piles: a diffraction theory , 1954 .

[19]  Odd M. Faltinsen,et al.  Wave Impact On Decks Of Floating Platforms , 2001 .