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The complete second-order diffraction solution for an axisymmetric body Part 1. Monochromatic incident waves

Published online by Cambridge University Press:  26 April 2006

Moo-Hyun Kim
Affiliation:
Department of Ocean Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139, USA
Dick K. P. Yue
Affiliation:
Department of Ocean Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139, USA

Abstract

We study the diffraction, to second order, of plane monochromatic incident gravity waves by a vertically axisymmetric body. The second-order double-frequency diffraction potential is obtained explicitly. A sequence of one-dimensional integral equations along the generator of the body involving free-surface ring sources of general order are formulated and solved for the circumferential components of the second-order potential. The solution is expedited by analytic integration in the entire local-wave-free outer field of a requisite free-surface integral. The method is validated by extensive convergence tests and comparisons to semi-analytic results for the second-order forces and moments on a uniform vertical circular cylinder. Complete second-order forces, moments, surface pressures and run-up on the vertical cylinder as well as a truncated vertical cone are presented. A summary of the important findings is given in §5.

Type
Research Article
Copyright
© 1989 Cambridge University Press

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References

Abramovitz, M. & Stegun, I. A., 1964 Handbook of Mathematical Functions. Washington: Government Printing Office.
Black, J. L.: 1975 Wave forces on vertical axisymmetric bodies. J. Fluid Mech. 67, 369376.Google Scholar
Chakrabarti, S. K.: 1978 Comments on second-order wave effects on a large diameter vertical cylinder. J. Ship Res. 22, 266268.Google Scholar
Chen, M. C. & Hudspeth, R. T., 1982 Nonlinear diffraction by eigenfunction expansions. J. Waterways Port Coastal & Ocean Div. ASCE 108, 306325.Google Scholar
Taylor, R. Eatock & Hung, S. M. 1987 Second order diffraction forces on a vertical cylinder in regular waves. Appl. Ocean Res. 9, 1930.Google Scholar
Faltinsen, O. M. & Löken, A. E. 1978 Drift forces and slowly-varying horizontal forces on a ship in waves. Proc. Symp. Applied Maths, Univ. Tech. Delft.Google Scholar
Fenton, J. G.: 1978 Wave forces on vertical bodies of revolution. J. Fluid Mech. 85, 241255.Google Scholar
Fernandes, A. C.: 1983 Analysis of an axisymmetric pneumatic buoy by reciprocity relations and a ring source method. Ph.D. thesis, Dept. of Ocean Engineering, MIT.
Finkelstein, A. B.: 1957 The initial value problem for transient water waves. Commun. Pure Appl. Maths 10, 511522.Google Scholar
Herfjord, K. & Nielsen, F. G., 1986 Nonlinear wave forces on a fixed vertical cylinder due to the sum frequency of waves in irregular seas. Appl. Ocean Res. 8, 821.Google Scholar
Hulme, A.: 1983 A ring source integral equation method for the calculation of hydrodynamic forces exerted on floating bodies of revolution. J. Fluid Mech. 128, 387412.Google Scholar
Hunt, J. N. & Baddour, R. E., 1981 The diffraction of nonlinear progressive waves by a vertical cylinder. Q. J. Mech. Appl. Maths 34, 6987.Google Scholar
Issacson, M. Q.: 1977 Nonlinear wave forces on large offshore structures. J. Waterways, Port, Coastal & Ocean Div. ASCE 103, 166170.Google Scholar
John, F.: 1950 On the motion of floating bodies; 2. Commun. Pure Appl. Maths 3, 45101.Google Scholar
Kim, M. H. & Yue, D. K. P. 1988 The nonlinear sum-frequency wave excitation and response of a tension-leg platform. Proc. 5th Intl Conf. Behavior Offshore Structures, BOSS, Norway, pp. 687704.Google Scholar
Korsmeyer, F. T.: 1988 The first- and second-order transient free-surface wave radiation problems. Ph.D. thesis, Dept. of Ocean Engineering, MIT.
Lighthill, M. J.: 1979 Waves and hydrodynamic loading. Proc. 2nd Intl Conf. Behavior Offshore Structures, BOSS, London, pp. 140.Google Scholar
Löken, A. E.: 1986 Three dimensional second order hydrodynamic effects on ocean structures in waves. University of Tronheim. Dept. of Marine Technology. Rep. UR-86–54.Google Scholar
Luke, Y. L.: 1975 The Special Functions and their Approximations. Academic.
Mei, C. C.: 1978 Numerical methods in water-wave diffraction and radiation. Ann. Rev. Fluid Mech. 10, 393416.Google Scholar
Molin, B.: 1979 Second order diffraction loads upon three dimensional bodies. Appl. Ocean Res. 1, 197202.Google Scholar
Molin, B. & Marion, A., 1986 Second order loads and motions for floating bodies in regular waves. Proc. Offshore Mechanics & Arctic Engineering, OMAE, Tokyo, vol. 1, pp. 353360.Google Scholar
Newman, J. N.: 1967 The drift force and moment on ships in waves. J. Ship Res. 11, 5160.Google Scholar
Newman, J. N.: 1985 Algorithms for the free surface Green function. J. Engng Maths 19, 5767.Google Scholar
Ogilvie, T. F.: 1983 Second order hydrodynamic effects on ocean platforms. Intl Workshop Ship & Platform Motion, Berkeley, pp. 205265.Google Scholar
Peters, A. S. & Stoker, J. J., 1957 The motion of a ship, as a floating rigid body, in a seaway. Commun. Pure Appl. Maths 10, 399490.Google Scholar
Petrauskas, C. & Liu, S. V., 1987 Springing force response of a tension leg platform. Offshore Technology Conf., OTC, Houston, no. 5458.
Rahman, M.: 1983 Wave diffraction by large offshore structures; an exact second order theory. Appl. Ocean Res. 6, 90100.Google Scholar
Sarpkaya, T. & Isaacson, M., 1981 Mechanics of Wave Forces on Offshore Structures. Van Nostrand Reinhold.
Stoker, J. J.: 1957 Water Waves. Interscience.
Wang, P. F.: 1987 The radiation condition and numerical aspects of second order surface wave radiation and diffraction. Ph.D. thesis, Dept. of Ocean Engineering, MIT.
Wehausen, J. V.: 1980 Perturbation methods in diffraction. J. Waterways Port Coastal & Ocean Div. ASCE 106, 290291.Google Scholar