IMIS | Flanders Marine Institute

Flanders Marine Institute

Platform for marine research


Publications | Institutes | Persons | Datasets | Projects | Maps
[ report an error in this record ]basket (0): add | show Printer-friendly version

Transformation of wave height distribution
Thornton, E.B.; Guza, R.T. (1983). Transformation of wave height distribution. J. Geophys. Res. 88(C10): 5925-5938.
In: Journal of Geophysical Research. American Geophysical Union: Richmond. ISSN 0148-0227, more
Peer reviewed article  

Available in  Authors 


Authors  Top 
  • Thornton, E.B.
  • Guza, R.T.

    The transformation of random wave heights during shoaling, including waves breaking in the surf zone, was measured with an extensive array of instruments in the field. The initially Rayleigh height distributions in 10-m depth were observed to be modified by shoaling and breaking into new distributions which are again nearly Rayleigh but with some energy loss. Using locally measured Hrms, the Rayleigh distribution describes the measured central moments of H1/3 and H1/10 with average errors of -0.2% and -1.8%, respectively. The Rayleigh distribution is used to describe the random nature of wave heights in a single-parameter transformation model based on energy flux balance. The energy losses associated with wave breaking are parameterized using observed breaking wave distributions coupled with a periodic bore dissipation model. Using incident waves measured in 10-m depth as input conditions, the model predicts Hrms at shoreward locations within a rms error of +/-9%. The single free parameter of the model, a constant B representing the fraction of foam on the face of a wave, was chosen to best fit the data. The resulting large value of B implies that the simple periodic bore dissipation function substantially underestimates the actual dissipation.

All data in IMIS is subject to the VLIZ privacy policy Top | Authors