Hostname: page-component-848d4c4894-hfldf Total loading time: 0 Render date: 2024-05-25T23:06:54.107Z Has data issue: false hasContentIssue false

Experimental evidence of the rapid distortion of turbulence in the air flow over water waves

Published online by Cambridge University Press:  26 April 2006

C. Mastenbroek
Affiliation:
Royal Netherlands Meteorological Institute (KNMI), PO Box 201, 3730 AE De Bilt, The Netherlands Present address: ARGOSS, PO Box 61, 8325 ZH Vollenhove, The Netherlands.
V. K. Makin
Affiliation:
Royal Netherlands Meteorological Institute (KNMI), PO Box 201, 3730 AE De Bilt, The Netherlands
M. H. Garat
Affiliation:
Institut de Recherche sur les Phénomènes Hors Equilibre Laboratoire I.O.A., Parc Scientifique et Technologique de Luminy. Case 903, 163 Avenue de Luminy, 13288 Marseille Cedex 9, France
J. P. Giovanangeli
Affiliation:
Institut de Recherche sur les Phénomènes Hors Equilibre Laboratoire I.O.A., Parc Scientifique et Technologique de Luminy. Case 903, 163 Avenue de Luminy, 13288 Marseille Cedex 9, France

Abstract

Detailed observations of the air flow velocity, pressure and Reynolds stresses above water waves in a wave flume are presented. The static pressure fluctuations induced by the waves are observed following a new procedure that eliminates acoustical contamination by the wave maker. The measurements are analysed by comparing them with numerical simulations of the air flow over waves. In these numerical simulations the sensitivity to the choice of turbulence closure is studied. We considered both first-order turbulence closure schemes based on the eddy viscosity concept, and a second-order Reynolds stress model. The comparison shows that turbulence closure schemes based on the eddy viscosity concept overestimate the modulation of the Reynolds stress in a significant part of the vertical domain. When an eddy viscosity closure is used, the overestimated modulation of the Reynolds stress gives a significant contribution to the wave growth rate. Our results confirm the conclusions Belcher & Hunt reached on the basis of the rapid distortion theory.

The ratio of the wind speed to the phase speed of the paddle wave in the experiment varies between 3 and 6. The observed amplitudes of the velocity and pressure perturbation are in excellent agreement with the simulations. Comparison of the observed phases of the pressure and velocity perturbations shows that the numerical model underpredicts the downwind phase shift of the undulating flow.

The sheltering coefficients for the flow over hills and the growth rates of waves that are slow compared to the wind calculated with the Reynolds stress model are in excellent agreement with the analytical model of Belcher & Hunt. Extending the calculations to fast waves, we find that the energy flux to waves travelling almost as fast as the wind is increased on going from the mixing length turbulence closure to the Reynolds stress model.

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

Al-Zanaidi, M. A. & W. H. Hui, 1984 Turbulent airflow over water waves — a numerical study. J. Fluid Mech. 148, 225246.Google Scholar
Banner, M. L. 1990 The influence of wave breaking on the surface distribution in wind-wave interactions J. Fluid Mech. 211, 463495.Google Scholar
Batchelor, G. K. & Proudman, L. 1954 The effect of rapid distortion on a fluid in a turbulent motion. Q. J. Mech. Appl. Math. 7, 83103.Google Scholar
Belcher, S. E., Harris, J. A. & Street, R. L. 1994 Linear dynamics of wind waves in coupled turbulent air-water flow. Part 1. Theory. J. Fluid Mech. 271, 119151.Google Scholar
Belcher, S. E. & Hunt, J. C. R. 1993 Turbulent shear flow over slowly moving waves. J. Fluid Mech. 251, 109148.Google Scholar
Belcher, S. E., Newley, T. M. J. & Hunt, J. C. R. 1993 The drag on an undulating surface induced by the flow of a turbulent boundary layer. J. Fluid Mech. 249, 557596.Google Scholar
Britter, R.E., Hunt, J. C. R. & Richards, K. J. 1981 Air flow over a two-dimensional hill: studies of velocity speed-up, roughness effects and turbulence. Q. J. R. Met. Soc. 107, 91110.Google Scholar
Burgers, G. & Makin, V. K. 1993 Boundary-layer model results for wind-sea growth. J. Phys. Oceanogr. 23, 372385.Google Scholar
Chalikov, D. V. 1978 The numerical simulation of wind-wave interaction. J. Fluid Mech. 87, 561582.Google Scholar
Donelan, M. A. 1987 The effect of swell on the growth of wind waves. Johns Hopkins APL Technical Digest 8, 1823.Google Scholar
Duin, C. A. van & Janssen, P. A. E. M. 1992 An analytic model of the generation of surface gravity waves by turbulent air flow. J. Fluid Mech. 236, 197215.Google Scholar
Durbin, P. A. 1993 A Reynolds stress model for near-wall turbulence. J. Fluid Mech. 249, 465498.Google Scholar
Favre, A. & Coantic, M. 1974 Activities in, and preliminary results of, air-sea interactions research at IMST. Adv. Geophys. 18A, 391405.Google Scholar
Gent, P. R. & Taylor, P. A. 1976 A numerical model of the air-flow over waves. J. Fluid Mech. 77, 105128.Google Scholar
Giovanangeli, J. P. 1980 A non dimensional heat transfer law for a slanted hot-film in water flow. DISA Information No 25.Google Scholar
Giovanangeli, J. P. 1988 A new method for measuring static pressure fluctuations with application to wind wave interaction. Exps. Fluids 6, 156164.Google Scholar
Giovanangeli, J. P. & Chambaud, P. 1987 Pressure, velocity and temperature sensitivities of a bleed-type pressure sensor. Rev. Sci. Instrum. 58, 12211225.Google Scholar
Hanjalic, K. & Launder, B. E. 1975 Contribution towards a Reynolds-stress closure for low-Reynolds-number turbulence. J. Fluid Mech. 74, 593610.Google Scholar
Harris, J. A., Belcher, S. E. & Street, R. L. 1996 Linear dynamics of wind waves in coupled turbulent air-water flow. Part 2. Numerical model. J. Fluid Mech. 308, 219254.Google Scholar
Hsu, C. T. & Hsu, Y. 1983 On the structure of turbulent flow over a progressive water wave: theory and experiment in a transformed, wave-following coordinate system. Part 2. J. Fluid Mech. 131, 123153.Google Scholar
Hsu, C. T., Hsu, Y. & Street, R. L. 1981 On the structure of turbulent flow over a progressive water wave: theory and experiment in a transformed, wave-following coordinate system. J. Fluid Mech. 105, 87117.Google Scholar
Hunt, J. C. R., Leibovich, S. & Richards, K. J. 1988 Turbulent shear flows over low hills. Q. J. R. Met. Soc. 114, 14351471.Google Scholar
Jackson, P. S. & Hunt, J. C. R. 1975 Turbulent wind flow over a low hill. Q. J. R. Met. Soc. 101, 929955.Google Scholar
Jacobs, S. J. 1987 An asymptotic theory for the turbulent flow over a progressive water wave. J. Fluid Mech. 174, 6980.Google Scholar
Janssen, P. A. E. M. 1991 Quasi-linear theory of wind wave generation applied to wave forecasting. J. Phys. Oceanogr. 21, 16311642.Google Scholar
Jenkins, A. D. 1992 A quasi-linear eddy-viscosity model for the flux of energy and momentum to wind waves using conservation-law equations in a curvilinear coordinate system. J. Phys. Oceanogr. 22, 843858.Google Scholar
Jones, W. P. & Launder, B.E. 1972 The predictions of laminarisation with a two equation model of turbulence. Intl J. Heat Mass Transfer 15, 301.Google Scholar
Latif, M. A. 1974 Acoustic effects on pressure measurements over water waves in the laboratory. Tech. Rep. 25. Coastal and Oceanographic Engineering Laboratory Gainesville, Florida.
Launder, B. E., Reece, G. J. & Rodi, W. 1975 Progress in the development of a Reynolds-stress turbulence closure. J. Fluid Mech. 68, 537566.Google Scholar
Makin, V. K. 1979 The wind field above waves. Oceanology 19, 127130.Google Scholar
Miles, J. W. 1957 On the generation of surface waves by shear flows. J. Fluid Mech. 3, 185204.Google Scholar
Papadimetrakis, Y. A., Hsu, Y. & Street, R. L. 1986 The role of wave-induced pressure fluctuations in the transfer across an air-water interface. J. Fluid Mech. 170, 113137.Google Scholar
Plant, W. J. 1982 A relation between wind stress and wave slope. J. Geophys. Res. 87(C), 19611967.Google Scholar
Resch, F. 1973 Use of dual sensor hot-film probe in water flow. DISA Information No 14.Google Scholar
Shih, T. H. & Lumley, J. L. 1993 Critical comparison of second-order closures with direct numerical simulation of homogeneous turbulence. AIAA J. 31, 663670.Google Scholar
Snyder, R. L., Dobson, F. W. Elliott, J. A. & Long, R. B. 1981 Array measurements of atmospheric pressure fluctuations above surface gravity waves. J. Fluid Mech. 102, 159.Google Scholar
Stewart, R. H. 1970 Laboratory studies of the velocity field over deep-water waves. J. Fluid Mech. 42, 733754.Google Scholar
Townsend, A. A. 1972 Flow in a deep turbulent boundary layer over a surface distorted by water waves. J. Fluid Mech. 55, 719735.Google Scholar
Townsend, A. A. 1980 The response of sheared turbulence to additional distortion. J. Fluid Mech. 81, 171191.Google Scholar
WAMDI Group 1988 The WAM model - A third-generation ocean wave prediction model. J. Phys. Oceanogr. 18, 17751810.
Wood, N. & Mason, P. 1993 The pressure force induced by neutral, turbulent flow over hills. Q. J. R. Met. Soc. 119, 12331267.Google Scholar
Zeman, O. & Jensen, N. O. 1987 Modification of turbulence characteristics in flow over hills. Q. J. R. Met. Soc. 113, 5580.Google Scholar