Wave phase shift at coastal structures

James Sutherland*, Tom O'Donoghue

*Corresponding author for this work

Research output: Contribution to journalArticle

18 Citations (Scopus)

Abstract

Wave reflection from coastal structures is defined by the magnitude and phase of the reflected wave. Both properties have a profound impact on the wave kinematics and coastal processes in front of the structure. This paper focuses on the phase shift on reflection. Using a large experimental data set, involving normally incident and obliquely incident regular and irregular waves, it is shown that the phase is uniquely determined by a nondimensional number χ3 defined by structure slope, water depth at the structure toe, wave period, and angle of incidence. A theoretical method for predicting phase shift based on matching the equation for linear long waves on a sloping beach with an equation for flat-bed standing waves seaward of the structure toe yields good estimates of the phase shift at low values of χ3. A second method based on integration of the shallow water wave number over the slope is considered and not recommended. Example cases are presented that demonstrate the practical importance of the phase shift in determining the kinematics in front of the structure.

Original languageEnglish
Pages (from-to)90-98
Number of pages9
JournalJournal of Waterway, Port, Coastal and Ocean Engineering
Volume124
Issue number2
Early online date1 Mar 1998
DOIs
Publication statusPublished - 1 Mar 1998

Fingerprint

coastal structure
Phase shift
kinematics
wave reflection
water wave
Kinematics
standing wave
water depth
shallow water
beach
Water waves
Beaches

ASJC Scopus subject areas

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

Cite this

Wave phase shift at coastal structures. / Sutherland, James; O'Donoghue, Tom.

In: Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 124, No. 2, 01.03.1998, p. 90-98.

Research output: Contribution to journalArticle

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