TECHNICAL PAPERS
Jan 1, 1988

Wave Phase/Amplitude Effects on Force Coefficients

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 114, Issue 1

Abstract

Estimating the force coefficients Cd and Cm for the two‐term Morison equation for a cylinder in waves depends on accurately measuring the amplitudes and phase shifts between the kinematics of the ambient wave and the wave‐induced force. A regression analysis is used to develop an algorithm that illustrates both the parametric dependency of the data on the Dean eccentricity parameter and the variability of these force coefficients if incorrect amplitudes or phase shifts are introduced into the analysis. The algorithm assumes that the two‐term Morison equation represents the “true” forces exactly and that linear wave theory represents the wave kinematics exactly. A least‐squares analysis of the time‐averaged, mean‐squared error between a “true” and a “computed” force is used. Dimensionless variations in the coefficients depend on two parameters: (1) A dimensionless force amplitude ratio W (proportional to the Dean eccentricity parahieter E); and (2) a dimensionless velocity amplitude ratio V, which is a function of the vertical elevation in the water column z. A new way to illustrate the importance of data conditioning is presented that combines the parametric dependency of the Dean eccentricity parameter with the wave phase/amplitude dependency. Good agreement is obtained with laboratory data of wave forces on a vertical, sand‐roughened cylinder wherein the force measurements were synthetically phase shifted with respect to the wave phase in small increments, up to ±33.8 degrees (±3π/16radians).

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References

1.
Dean, R. G. (1965). “Stream function representation of nonlinear ocean waves.” J. Geophys. Res., 70(18), 4561–4572.
2.
Dean, R. G. (1979). “Methodology for evaluating suitability of wave and wave force data for determining drag and inertia coefficients.” Proc., 1st International Conference on Behaviour of Off‐Shore Structures, II, 40–65.
3.
Dean, R. G., and Aagaard, P. M. (1969). “Wave forces: data analysis and engineering calculation method.” Proc. First Offshore Technology Conference, Dallas, Tex., 95–106.
4.
Dean, R. G., and Dalrymple, R. A. (1981). “Force coefficients from wave project I and II data including free surface effects.” Soc. Pet. Eng. J., AIME, 197, Dec., 779–786.
5.
Evans, D. J. (1969). “Analysis of wave force data.” Proc. First Offshore Technology Conference, Dallas, Tex., 51–70.
6.
Heideman, J. C., Olson, O. A., and Johansson, P. I. (1969). “Local wave force coefficients.” Civil Engineering in the Oceans, IV, Proc. ASCE Specialty Conference, II, San Francisco, Cal., Sep. 684–699.
7.
Khare, P. (1985). “Wave phase effects on force coefficients,” project report for Master of Science degree, Department of Civil Engineering, Oregon State University, Corvallis, Ore., Aug. 14.
8.
Morison, J. R., O'Brien, M. P., Johnson, J. W., and Schaaf, S. A. (1950). “The force exerted by surface waves.” Pet. Trans., American Institute Mining and Metalurgical Engineering, 189(149), 149–157.
9.
Nath, J. H. (1983a). “Hydrodynamic coefficients for cylinders with pronounced marine growths.” API PRAC Project 80‐31 Vertical Cylinder, Department of Civil Engineering, Oregon State University, Corvallis, Ore., Jan.
10.
Nath, J. H. (1983b). “Vertical vs. horizontal cylinders in waves.” Proceedings, Pipeline in Adverse Environments, ASCE, San Diego, Calif., 704–721.
11.
O'Brien, M. P., and Morison, J. R. (1952). “The forces exerted by waves on objects.” Trans., American Geophysical Union, 33(1), 32–38.
12.
Sarpakaya, T., and Isaacson, M. (1981). Mechanics of wave forces on offshore structures, Van Nostrand Reinhold Co., New York, N.Y., 85–126.
13.
Wheeler, J. D. (1969). “Method of calculating forces produced by irregular waves.” Proc. First Offshore Technology Conference, Dallas, Tex., 71–82.
14.
Wiegel, R. L. (1964). Oceanographical engineering, Prentice Hall, Inc., Englewood Cliffs, N.J., 248–268.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 114Issue 1January 1988
Pages: 34 - 49

History

Published online: Jan 1, 1988
Published in print: Jan 1988

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Authors

Affiliations

R. T. Hudspeth, Member, ASCE
Prof., Ocean Engrg. Program, Dept. of Civ. Engrg., Oregon State Univ., Corvallis, OR 97331
J. H. Nath, Fellow, ASCE
Prof. Emeritus, Ocean Engrg. Program, Dept. of Civ. Engrg., Oregon State Univ., Corvallis, OR 97331
P. Khare
Grad. Student, Ocean Engrg. Program, Dept. of.Civ. Engrg., Oregon State Univ., Corvallis, OR 97331

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