Verification and modification of breaker height formulas

Winyu Rattanapitikon, Tomoya Shibayama

Research output: Contribution to journalArticle

48 Citations (Scopus)

Abstract

This study is undertaken to find out the most reliable breaker height formulas that predict well for a wide range of hydraulic conditions. The applicability of 24 existing formulas, for computing breaking wave heights, is examined by using wide range and large amount of published laboratory data (574 cases collected from 24 sources). It is found that most formulas predict well for the breaking waves on the gentle slope (0<m≤0.07), but the prediction is unsatisfactory for the breaking waves on the steep slope (0.1<m≤0.44). Three formulas are selected and are modified by including the new form of bottom slope effect into the formulas. The new breaker height formulas predict well for wide range of wave and bottom slope conditions.

Original languageEnglish
Pages (from-to)389-406
Number of pages18
JournalCoastal Engineering Journal
Volume42
Issue number4
DOIs
Publication statusPublished - 2000 Dec
Externally publishedYes

Fingerprint

Breaking Waves
Slope
Predict
Range of data
Hydraulics
Computing
Prediction

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Ocean Engineering

Cite this

Verification and modification of breaker height formulas. / Rattanapitikon, Winyu; Shibayama, Tomoya.

In: Coastal Engineering Journal, Vol. 42, No. 4, 12.2000, p. 389-406.

Research output: Contribution to journalArticle

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