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The added mass of two-dimensional cylinders heaving in water of finite depth

Published online by Cambridge University Press:  12 April 2006

Kwang June Bai
Affiliation:
David W. Taylor Naval Ship Research and Development Center, Bethesda, Maryland 20084

Abstract

This paper presents numerical results for the added-mass and damping coefficients of semi-submerged two-dimensional heaving cylinders in water of finite depth. A simple proof is given which shows that the added mass is bounded for all frequencies in water of finite depth. The limits of the added-mass and damping coefficients are studied as the frequency tends to zero and to infinity. A new formulation valid in the low-frequency limit is constructed by using a perturbation expansion in the wavenumber parameter. For the limiting cases, dual extremum principles are used, which consist of two variational principles: a minimum principle for a functional and a maximum principle for a different but related functional. These two functionals are used to obtain lower and upper bounds on the added mass in the limiting cases. However, the functionals constructed (Bai & Yeung 1974) for the general frequency range (excluding the limiting cases) have neither a minimum nor a maximum. In this case, the approximate solution cannot be proved to be bounded either below or above by the true solution. To illustrate these methods, the added-mass and damping coefficients are computed for a circular cylinder oscillating in water of several different depths. Results are also presented for rectangular cylinders with three different beamdraft ratios at several water depths.

Type
Research Article
Copyright
© 1977 Cambridge University Press

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References

Arthurs, A. M. 1970 Complementary Variational Principles. Oxford: Clarendon Press.
Bai, K. J. 1972 A variational method in potential flows with a free surface. Ph.D. dissertation, Department of Naval Architecture, University of California, Berkeley.
Bai, K. J. 1975a Diffraction of oblique waves by an infinite cylinder. J. Fluid Mech. 68, 513535.Google Scholar
Bai, K. J. 1975b A localized finite-element method for steady, two-dimensional free-surface flow problems. 1st Int. Conf. Numer. Ship Hydrodyn., David W. Taylor Naval Ship & Dev. Center, Bethesda, Maryland.
Bai, K. J. 1977 Sway added-mass of cylinders in a canal using dual extremum principles. J. Ship Res. 21 (in press).Google Scholar
Bai, K. J. & Yeung, R. W. 1974 Numerical solutions to free-surface flow problems. 10th Symp. Naval Hydrodyn. Office Naval Res. at M.I.T.
Chung, Y. K., Bomze, H. & Coleman, M. 1974 A discussion of the paper by Bai & Young. 10th Symp. Naval Hydrodyn. Office Naval Res. at M.I.T.
Courant, R. & Hilbert, D. 1953 Methods of Mathematical Physics, vol. 1. Interscience.
Fujino, M. 1976 The effect of the restricted waters on the added mass of a rectangular cylinder. 11th Symp. Naval Hydrodyn. Office Naval Res. at University College, London.
Garabedian, P. R. & Spencer, D. C. 1952 Extremal methods in cavitational flow. J. Rat. Mech. Anal. 1, 359409.Google Scholar
Keil, H. 1974 Die hydrodynamischen Kräfte bei der periodischen Bewegung zweidimensionaler Körper an der Oberfläche fläcker Gewässer. Inst. Schiffbau, Hamburg, Rep. no. 305.Google Scholar
Kim, C. H. 1967 Calculation of hydrodynamic forces for cylinders oscillating in shallow water. Chalmers Univ. Tech., Gothenburg, Sweden, Div. Ship Hydromech. Rep. no. 36. (See also J. Ship. Res 13, 1969, 137–154.)Google Scholar
Kim, C. H. 1975 Effect of mesh size on the accuracy of finite-water added mass. Engng Notes, J. Hydronaut. 9, 125126.Google Scholar
Lebreton, J. C. & Margnac, M. A. 1966 Traitement sur ordinateur de quelques problèmes concernant l'action de la houle sur les corps flottants en théorie bidimensionelle. Bull. Centre Recherches Essais Chatou no. 18.Google Scholar
Lewis, F. M. 1929 The inertia of the water surrounding a vibrating ship. Trans. Soc. Naval Archit. Mar. Engrs 37, 120.Google Scholar
Miles, J. W. 1971 A note on variational principles for surface wave scattering. J. Fluid Mech. 46, 141149.Google Scholar
Noble, B. & Sewell, M. J. 1972 On dual extremum principles in applied mathematics. J. Inst. Math. Appl. 9, 123193.Google Scholar
Ogilvie, T. F. 1960 Propagation of waves over an obstacle in water of finite depth. Inst. Engng Res., Univ. California, Berkeley, Rep. no. 14, ser. 82.Google Scholar
Sayer, P. & Ursell, F. 1976 On the virtual mass, at long wave lengths, of a half-immersed circular cylinder heaving on water of finite depth. 11th Symp. Naval Hydrodyn. Office Naval Res., at University College, London.
Ursell, F. 1949 On the heaving motion of a circular cylinder in the free surface of a fluid. Quart. J. Mech. Appl. Math. 2, 218231.Google Scholar
Ursell, F. 1953 Short surface waves due to an oscillating immersed body. Proc. Roy. Soc. A 220, 90103.Google Scholar
Ursell, F. 1974 Note on the virtual mass and damping coefficients in water of finite depth. Univ. Manchester, Dept. Math. Rep.Google Scholar
Wehausen, J. V. 1967 Lecture notes in ship hydrodynamics. Dept. Naval Archit., Univ. Calif., Berkeley.
Yu, Y. S. & Ursell, F. 1961 Surface waves generated by an oscillating circular cylinder on water of finite depth: theory and experiment. J. Fluid Mech. 11, 529551.Google Scholar