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TURBULENT ROUGH BED BOUNDARY LAYERS IN THE PRESENCE OF NONLINEAR SURFACE WAVESMark A. Cotton AbstractWindgenerated surface waves give rise to the development of periodic unsteady boundary layers on the sea bed. Naturallyoccurring waves may have highly nonlinear characteristics which will affect the boundary layer through the action of the horizontal pressure gradient at the bed. The frictional characteristics of the boundary layer will, in turn, influence the subsequent evolution of a wave, causing the dissipation of wave energy and hence wave attenuation. In the present work we investigate the effect of a periodic (but nonsinusoidal) pressure gradient 'input' to the calculation of turbulent flow over a rough bed. A kε turbulence closure is used to obtain values for the wave friction factor, f_{w} and wave energy dissipation factor, f_{e} for different values of the relative roughness a/k_{s}, where a is the amplitude of fluid motion at the bed and k_{s} is the Nikuradse equivalent sand roughness of the bed. At given a/k_{s} the importance of wave nonlinearity effects is examined for different values of H/d and d/L, where H is the peaktotrough wave height, d is the water depth, and L is the wavelength. In the final part of the paper the propagation of wave power is considered in relation to the computed values of f_{e}. 