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Li Shaowu, Wang Shangyi, Tomoya Shibayama. A nearshore wave breaking model[J]. Haiyang Xuebao, 1999, 21(1): 103-110.
Citation: Li Shaowu, Wang Shangyi, Tomoya Shibayama. A nearshore wave breaking model[J]. Haiyang Xuebao, 1999, 21(1): 103-110.

A nearshore wave breaking model

  • Received Date: 1996-06-01
  • Rev Recd Date: 1996-09-02
  • A wave breaking model is proposed on the basis of turbulent energy equation and the relationship of energy dissipation due to wave breaking in the surf zone. The model is established by introducing turbulent dissipation terms into the Boussinesq equations and involves the breaking process of individual wave. The model is verified by experiment data in terms of wave height and mean surface elevation. Good agreements are obtained.
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  • Kobayashi N, IkISiva G S, Waston K D. Wave transformation and swash oscillation on gentle and steep slopes. J. Geophys. Res.,1989, 94(C1):951-966
    佐燕懊司·绮木秀典.碎波带における为底面流速变动波形の抨佰法.见:海岸工学渝文集,第40卷,1990, 386-390
    Karambas T V, Koutitas C. A breaking wave propagation model based on the Boussinesq equations. Coastal Engineering,1992, 18. 1-19
    Donghoon Yoo and Brian A O'Conner. Turbulence Transport Modelling of Wave-induced Currents. Schrefler and Zienkiewicz, Balkeroa. Rotterdam, 1988, 151-158
    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
    Stive M J F. Energy dissipation in waves breaking on gentle slopes. Coastal Eng.,1984, 8, 99-127
    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
    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
    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
    launder B E, Spalding D B. Mathematical Models of Turbulence, Academic Press, New York. 1974
    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
    Jonsson I G. Wave boundary layers and friction factors. In; Pros. 10th Int. Conf. Coastal Eng.,ASC;E, 1966, 127-148
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