Original Article |
2002, Vol.24, No.4, pp. 663-674
Comparison of breaker height formulas using large-scale wave tanks
Winyu Rattanapitikon and Thirapat Vivattanasirisak
pp. 663 - 674
Abstract
The breaker height is an essential requirement for design of coastal structures, as well as for the prediction of wave height transformation and beach deformation. Many formulas have been proposed to compute the breaker height. However, most of the existing breaker height formulas were developed based primarily on measured data from small-scale experiments. It is doubtful that those formulas are applicable in large-scale experimental conditions, which are more representatives of natural conditions. In this study, the predictive capability of 29 existing breaker height formulas is examined by comparison against measured data from the large-scale experiments of CRIEPI (1983) and SUPERTANK (1994). The comparison shows that the errors of the selected formulas vary from 8.7% to 69.4%. Overall, the formulas that give very good predictions are those by Ostendorf and Madsen (1979), Larson and Kraus (1989), Gourlay (1992), and Rattanapitikon and Shibayama (2000).