Karambas T V, Koutitas C. A breaking wave propagation model based on the Boussinesq equations. Coastal Engineering,1992, 18. 1-19
[4]
Donghoon Yoo and Brian A O\'Conner. Turbulence Transport Modelling of Wave-induced Currents. Schrefler and Zienkiewicz, Balkeroa. Rotterdam, 1988, 151-158
[5]
Sato S, Fukuhama M, Horikawa K. Measurements of near-bottom velocities in random waves on a constant slope. Coastal Eng. in Japan, 1988, 31(2):219-229
[6]
Stive M J F. Energy dissipation in waves breaking on gentle slopes. Coastal Eng.,1984, 8, 99-127
[7]
Svendsen I A. Madsen P A, Buhr Hansen J. Wave characteristics in the surf zone. In:Proc. 16th Int. Conf. on Coastal Eng.,ASCE, 1918, 520-539
[8]
The Task Committee on Turbulence models in Hydraulic Computations. Turbulence modeling of surface water flow and transport—Part I.J. Hydraulic Eng.,1987, 14(9):970-991
[9]
Horikawa K, Kuo C T. A study on wave transformation inside surf zone. In; Proc. 10th Int. Conf. on Coastal Eng.,ASCE, 1966, 217-233
[10]
launder B E, Spalding D B. Mathematical Models of Turbulence, Academic Press, New York. 1974
[11]
Michael I3autista Kabiling. A model for two-dimensional nonlinear dispersive wave current and three-dimensional beach deformation. Doctor Dissertation, Department of Civil Eng. of Yokohama National University, 1994
[12]
Jonsson I G. Wave boundary layers and friction factors. In; Pros. 10th Int. Conf. Coastal Eng.,ASC;E, 1966, 127-148