Wave height variation across beaches of arbitrary profile

An intuitive expression for the spatial change in energy flux associated with waves breaking in the surf zone is developed. Using shallow water linear wave theory, analytical solutions for wave height transformation due to shoaling and breaking on a flat shelf, a plane slope, and an “equilibrium” beach profile are derived and then compared to laboratory data with favorable results. The effect of beach slope on wave decay is included explicitly, while wave steepness effects are included implicitly by specification of the incipient conditions. Set-down/set-up in the mean water level, bottom friction losses, and bottom profiles of arbitrary shape are introduced, and solutions are obtained numerically. The model is calibrated and verified using laboratory data with very good results for the wave decay but not so favorable results for set-up. A test run on a prototype scale profile containing two bar and trough systems demonstrates the model's ability to describe the shoaling, breaking, and wave re-forming process commonly observed in nature. Bottom friction is found to play a negligible role in wave decay in the surf zone when compared to shoaling and breaking.

[1]  Edward B. Thornton,et al.  Transformation of wave height distribution , 1983 .

[2]  J. A. Battjes,et al.  ENERGY LOSS AND SET-UP DUE TO BREAKING OF RANDOM WAVES , 1978 .

[3]  J. A. Putnam,et al.  The dissipation of wave energy by bottom friction , 1949 .

[4]  I. A. Svendsen Wave Heights and Set-up in a Surf Zone , 1983 .

[5]  Robert G. Dean,et al.  A MODEL FOR BREAKER DECAY ON BEACHES , 1984 .

[6]  Douglas L. Inman,et al.  Wave ‘set-down’ and set-Up , 1968 .

[7]  C. S. Wu,et al.  BREAKING WAVE DESIGN CRITERIA , 1984 .

[8]  D. J. Divoky,et al.  Breaking waves on gentle slopes , 1970 .

[9]  Yasuo Sasaki,et al.  WAVE DECAYING DUE TO BREAKING , 1966 .

[10]  J. Kamphuis Friction Factor under Oscillatory Waves , 1975 .

[11]  R. G. Dean,et al.  Evaluation and development of water wave theories for engineering application. , 1974 .

[12]  Anthony J. Bowen,et al.  Rip currents: 1. Theoretical investigations , 1969 .

[13]  H. G. Wind,et al.  A Study of Radiation Stress and Set-up in the Nearshore Region , 1982 .

[14]  Y. Goda Irregular Wave Deformation in the Surf Zone , 1975 .

[15]  R. Street,et al.  Observations and Experiments on Solitary Wave Deformation , 1966 .

[16]  M. Mizuguchi AN HEURISTIC MODEL OF WAVE HEIGHT DISTRIBUTION IN SURF ZONE , 1980 .

[17]  J. A. Battjes SET-UP DUE TO IRREGULAR WAVES , 1972 .

[18]  Richard J. Weggel MAXIMUM BREAKER HEIGHT , 1972 .

[19]  J. Collins PROBABILITIES OF BREAKING WAVE CHARACTERISTICS , 1970 .

[20]  I. A. Svendsen,et al.  WAVE CHARACTERISTICS IN THE SURF ZONE , 1978 .