Hostname: page-component-8448b6f56d-dnltx Total loading time: 0 Render date: 2024-04-19T00:15:00.825Z Has data issue: false hasContentIssue false

Wind-induced growth of mechanically generated water waves[dagger]

Published online by Cambridge University Press:  29 March 2006

W. Stanley Wilson
Affiliation:
Chesapeake Bay Institute, The Johns Hopkins University Present address: Office of Navel Research, Code 481, Arlington, Virginia 22217.
Michael L. Banner
Affiliation:
Chesapeake Bay Institute, The Johns Hopkins University
Ronald J. Flower
Affiliation:
Chesapeake Bay Institute, The Johns Hopkins University
Jeffrey A. Michael
Affiliation:
Chesapeake Bay Institute, The Johns Hopkins University
Donald G. Wilson
Affiliation:
Chesapeake Bay Institute, The Johns Hopkins University

Abstract

An experimental study was conducted to measure the growth rates of mechanically generated surface water waves when subjected to a fully developed turbulent channel airflow. The study was designed to test the accuracy of the growth rates predicted by Miles's (1962b) theory. For a series of wave frequencies (from 2·04 to 6·04 Hz at 0·50 Hz increments) and centre-line wind velocities (0·20, 1·12 and 1·84 m/s) wave amplitudes were measured at three stations (2–21, 3–43 and 4·65 m) downwind from a wave generator. In addition, for centre-line velocities of 1–12 and 1·84 m/s, U* (the velocity at the outer edge of the viscous sublayer) and U1, (the shear velocity) were obtained from measured mean velocity and Reynolds stress profiles. The wave amplitude measurements at the wind velocity of 0·20 m/s provided attenuation rate estimates which agreed reasonably well with theoretical attenuation rates based on viscous effects both on the walls and in the bulk of the water. The amplitude measurements at the wind velocities of 1·12 and 1·84m/s provided growth rate estimates which were compared with theoretical growth rates (computed using the wave frequency, U1 and U* predicted by Miles's (1962b) theory. At 1·12m/s Miles's growth rateswere two to five times larger than those measured; at 1·84 m/s Miles's growth rates were about two times larger.

Type
Research Article
Copyright
© 1973 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.)

Footnotes

Contribution number 186 of the Chesapeake Bay Institute.

References

Benjamin, T. B. 1959 Shearing Aow over a wavy wall. J. Fluid Meoh. 6, 161205.Google Scholar
Benjamin, T. B. & Ursell, F. 1954 The stability of the plane free surface of a liquid in vertical periodic motion. Proc. Roy. Soc. A 225, 505515.Google Scholar
Comte-Bellot, G. 1965 Écoulement turbulent entre deux parois parallkles. Publ. Sci. Tech. Min. de E'Air, no. 419.
Davies, J. T. & Vose, R. W. 1965 On the damping of capillary waves by surface films. Proc. Roy. Soc. A 286, 218234.Google Scholar
Davis, R. E. 1970 On the turbulent Aow over a wavy boundary. J. Pluid Mech. 42, 721732.Google Scholar
Davis, R. E. 1972 On prediction of the turbulent flow over a wavy boundary. J. Fluid Mech. 52, 287306.Google Scholar
Dobson, F. W. 1971 Measurements of atmospheric pressure on wind-generated sea waves. J. Fluid Mech. 48, 91127.Google Scholar
Gaster, M. 1971 Vortex shedding from circdar cylinders a t low Reynolds numbers. J. Fluid Mech. 46, 749756.Google Scholar
Gottifbedi, J. C. & Jameson, G. J. 1970 The growth of short waves on liquid surfaces under the action of wind. Proc. Roy. Soc. A 319, 373397.Google Scholar
Hidy, G. M. & Plate, E. J. 1966 Wind action on water standing in a laboratory channel. J. Fluid Mech. 26, 651687.Google Scholar
Hires, R. I. 1968 An experimental study of wind-wave interactions. Chesapeake Bay Inet., The Johns Hopkins Univ. Tech. Rep. no. 37.
Hunt, J. N. 1952 Viscous damping of waves over an inclined bed in a ohannel of finite width. Houille Blanche, 7, 836842.Google Scholar
Hussain, A. K. M. F. & Reynolds, W. C. 1970 The mechanics ofa perturbation wave in turbulent shear flow. Dept. Mech. Engng, Stanford Univ. Rep. FM-6.
Laufer, J. 1951 Investigation of turbulent flow in a two-dimensional channel. N.A.C.A. Rep. no. 1053.
Mcgoldrick, L. F. 1965 Wave measurement systems. Gravitohydrodynamics Lab. Mech. Dept., The Johns Hopkins Univ. Rep. no. 1.
Mcgoldrick, L. F. 1970 An experiment on second-order capillary-gravity resonant wave interactions. J. Fluid Mech. 40, 251271.Google Scholar
Miles, J. W. 1957 On the generation of surface waves by shear flows. J. Fluid Mech. 3, 185204.Google Scholar
Miles, J. W. 1959a On the generation of surface waves by shear flows. Part 2. J. Fluid Mech. 6, 568582.Google Scholar
Miles, J. W. 1959b On the generation of surface waves by shear flows. Part 3. Kelvin-Helmholtz instability. J. Fluid Mech. 6, 583598.Google Scholar
Miles, J. W. 1962a A note on the inviscid Orr-Sommerfeld equation. J. Fluid Mech. 13, 433448.Google Scholar
Miles, J. W. 1962b On the generation of surface waves by shear flows. Part 4. J. Fluid Mech. 13, 433448.Google Scholar
Miles, J. W. 1967 On the generation of surface waves by shear flows. Part 5. J. Fluid Mech. 30, 163175.Google Scholar
Monin, A. S. & Yaglon, A. M. 1971 Statistical Fluid Mechanics: Mechanics of Turbulence, vol. 1. (ed. J. L. Lumley). M.I.T. Press.
Ower, E. & Pankhurst, R. C. 1966 The Measurement of Air Plow. Pergamon.
Phillips, O. M. 1957 On the generation of waves by turbulent wind. J. Fluid Mech. 2, 417445.Google Scholar
Phillips, O. M. 1966 The Dynamics of the Upper Ocean. Cambridge University Press.
Sutherland, A. J. 1968 Growth of spectral components in a wind-generated wave train. J. Fluid Mech. 33, 545560.Google Scholar
Ursell, F. 1952 Edge waves on a sloping beach. Proc. Roy. Soc. A 214, 7997.Google Scholar
Ursell, F. 1956 Wave generation by wind. In Surveys in Mechanics (ed. G. K. Batchelor), pp. 216249. Cambridge University Press.
Van Dorn, W. G. 1966 Boundary dissipation of oscillatory waves. J. Fluid Mech. 24, 769779.Google Scholar
Wilson, W. S. 1972 An experimental study of the growth of mechanically generated surface water waves when subjected to a fully developed turbulent channel airflow. Chesapeake Bay Inst., The Johns Hopkins Univ. Tech Rep. no. 74.
Wu, J. 1968 Laboratory studies of wind-wave interactions. J. Pluid Mech. 34, 91111.Google Scholar