Wave propagation between two breakwaters

Philip L.F. Liu, Polly L. Boissevain

Research output: Contribution to journalArticlepeer-review

14 Citations (Scopus)

Abstract

A numerical model for computing wave propagations between two breakwaters is presented. Each breakwater consists of one or two straight-line segments. Water depth varies in space. The numerical model is based on the parabolic wave equation approach with a boundary-fitted coordinate system. Numerical results are obtained and compared with laboratory experimental data. Good agreement is observed.

Original languageEnglish
Pages (from-to)237-247
Number of pages11
JournalJournal of Waterway, Port, Coastal and Ocean Engineering
Volume114
Issue number2
DOIs
Publication statusPublished - 1988 Mar

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Water Science and Technology
  • Ocean Engineering

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