Surface-wave generation: a viscoelastic model

Author:

Miles John

Abstract

The Reynolds-averaged equations for turbulent flow over a deep-water sinusoidal gravity wave, z = acoskxh0(x), are formulated in the wave-following coordinates ζ, η, where x = ζ, z =η + h(ζ, η), h(ζ, 0) = h0(ζ) and h is exponentially small for kη [Gt ] 1, and closed by a viscoelastic consitutive equation (a mixing-length model with relaxation). This closure is derived from Townsend's boundary-layer-evolution equation on the assumptions that: the basic velocity profile is logarithmic in η + z0, where z0 is a roughness length determined by Charnock's similarity relation; the lateral transport of turbulent energy in the perturbed flow is negligible; the dissipation length is proportional to η + z0. A counterpart of the Orr-Sommerfeld equation for the complex amplitude of the perturbation stream function is derived and used to construct a quadratic functional for the energy transfer to the wave. A corresponding Galerkin approximation that is based on independent variational approximations for outer (quasi-laminar) and inner (shear-stress) domains yields an energy-transfer parameter β that is comparable in magnitude with that of the quasi-laminar model (Miles 1957) and those calculated by Townsend (1972) and Gent & Taylor (1976) through numerical integration of the Reynolds-averaged equations. The calculated limiting values of β for very slow waves, with Charnock's relation replaced by kz0 = constant, are close to those inferred from observation but about three times the limiting values obtained through extrapolation of Townsend's results.

Publisher

Cambridge University Press (CUP)

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference28 articles.

1. Miles, J. W. 1957 On the generation of surface waves by shear flows.J. Fluid Mech. 3,185–204 (referred to herein as M 57).

2. Plant, W. J. 1982 A relationship between wind stress and wave slope.J. Geophys. Res. 87,1961–1967.

3. Benjamin, T. B. 1959 Shearing flow over a wavy boundary.J. Fluid Mech. 6,161–205.

4. Davis, R. E. 1972 On prediction of the turbulent flow over a wavy boundary.J. Fluid Mech. 52,287–306.

5. Townsend, A. A. 1976 The Structure of Turbulent Shear Flow .Cambridge University Press.

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