AbstractA number of studies on bottom boundary layers under sinusoidal and cnoidal waves were carried out in the past owing to the role of bottom shear stress on coastal sediment movement. In recent years, the bottom boundary layers under long waves have attracted considerable attention due to the occurrence of huge tsunamis and corresponding sediment movement. In the present study two-equation turbulent models proposed by Menter(1994) have been applied to a bottom boundary layer under solitary waves. A comparison has been made for cross-stream velocity profile and other turbulence properties in x-direction.
Menter(1994): Two-Equation Eddy-Viscosity Turbulence Models for Engineering Applications," AIAA Journal, vol. 32, No. 8, 1598-1605.
Sana and Shuy (2002): Two-Equation Turbulence Models for Smooth Oscillatory Boundary Layers, Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, vol. 128, No. 1, 38-45.
Tanaka, Winarta, Suntoyo and Yamaji (2011): Validation of a new generation system for boundary layer beneath solitary wave, Coastal Engineering, ELSEVIER, vol. 59, pp. 46-56.