Hostname: page-component-cd9895bd7-gbm5v Total loading time: 0 Render date: 2024-12-19T12:10:23.045Z Has data issue: false hasContentIssue false

The second-order wave force on a vertical cylinder

Published online by Cambridge University Press:  26 April 2006

J. N. Newman
Affiliation:
Department of Ocean Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139, USA email:[email protected]

Abstract

The second-order wave force is analysed for diffraction of monochromatic water waves by a vertical cylinder. The force is evaluated directly from pressure integration over the cylinder, and the second-order potential is derived by Weber transformation of the corresponding forcing function on the free surface. This forcing function is reduced to a form which involves a simple factor inversely proportional to the radial coordinate plus an oscillatory function which decays more rapidly in the far field. This feature alleviates the slow rate of convergence involved in capturing the far-field effect. Benchmark computations are obtained and compared with other works. Asymptotic approximations are derived for long and short wavelengths. The analysis and results are primarily for the case of infinite fluid depth, but the finite-depth case is also considered to facilitate comparison with other computations and to illustrate the importance of finite-depth effects in the long-wavelength asymptotic regime.

Type
Research Article
Copyright
© 1996 Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Abramowitz, M. & Stegun, I. A. 1964 Handbook of Mathematical Functions with Formulas, Graphs, and Mathematical Tables. US Government Printing Office and Dover.
Chau, F. P. & Eatock Taylor, R. 1992 Second order wave diffraction by a vertical cylinder. J. Fluid Mech. 240, 571599.Google Scholar
Eatock Taylor, R. & Hung, S. M. 1987 Second order diffraction forces on a vertical cylinder in regular waves. Appl. Ocean Res. 9, 1930.Google Scholar
Emmerhoff, O. J. & Sclavounos, P. D. 1992 The slow-drift motion of arrays of vertical cylinders. J. Fluid Mech. 242, 3150.Google Scholar
Faltinsen, O. & Løken, A. 1978 Drift forces and slowly-varying horizontal forces on a ship in waves. In Proc. Symposium on Applied Mathematics dedicated to the late Prof. Dr. R. Timman, Delft University, pp. 2241.
Faltinsen, O., Newman, J. N. & Vinje, T. 1995 Nonlinear wave loads on a slender vertical cylinder. J. Fluid Mech. 289, 179199.Google Scholar
Havelock, T. H. 1929 Forced surface-waves on water. Phil. Mag. (7) 8, 569576.Google Scholar
Havelock, T. H. 1940 The pressure of water waves upon a fixed obstacle on water. Proc. R. Soc. Lond. A 175, 409421.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, 6988.Google Scholar
Hunt, J. N. & Williams, A. N. 1982 Non linear diffraction of Stokes water waves by a circular cylinder for arbitrary uniform depth. J. Méc. Théor. Appl., 1, 429449.Google Scholar
John, F. 1950 On the motion of floating bodies, II. Commun. Pure Appl. Maths 3, 45101.Google Scholar
Jones, D. S. 1964 The Theory of Electromagnetism. Pergamon.
Kim, M.-H. & Yue, D. K. P. 1989 The complete second-order diffraction solution for an axisymmetric body. Part 1. Monochromatic incident waves. J. Fluid Mech. 200, 235264.Google Scholar
Lighthill, M. J. 1979 Waves and hydrodynamic loading. In Proc. 2nd Intl Conf on the Behaviour of Offshore Structures, vol. 1, pp. 140. Cranfield: BHRA Fluid Engineering.
Linton, C. M. & Evans, D. V. 1990 The interaction of waves with arrays of vertical circular cylinders. J. Fluid Mech. 215, 549569.Google Scholar
MacCamy, R. C. & Fuchs, R. A. 1954 Wave forces on a pile: a diffraction theory. Tech. Memo. 69, US Army Corps of Engineers.Google Scholar
Malenica, š. & Molin, B. 1995 Third-harmonic wave diffraction by a vertical cylinder. J. Fluid Mech. 302, 203229.Google Scholar
McIver, M. 1994 Second-order wave diffraction in two dimensions. Appl. Ocean Res. 16, 1925.Google Scholar
Mei, C. C. 1983 The Applied Dynamics of Ocean Waves. Wiley.
Molin, B. 1979 Second order diffraction loads upon three dimensional bodies. Appl. Ocean Res. 1, 197202.Google Scholar
Molin, B. 1994 Second-order hydrodynamics applied to moored structures — a state-of-the-art survey. Schiffstechnik. 41, 2, 5984.Google Scholar
Newman, J. N. 1990 Second-harmonic wave diffraction at large depths. J. Fluid Mech. 213, 5970.Google Scholar