An experimental model application of wavescreen: Dynamic pressure, water particle velocity, and wave measurements

Yagci O., KIRCA V. Ş. Ö., Kabdasli M. S., CELIK A. B., UNAL N. E., AYDINGAKKO A.

OCEAN ENGINEERING, vol.33, no.10, pp.1299-1321, 2006 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 33 Issue: 10
  • Publication Date: 2006
  • Doi Number: 10.1016/j.oceaneng.2005.08.005
  • Journal Name: OCEAN ENGINEERING
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Page Numbers: pp.1299-1321
  • Keywords: breakwater, flume, wave force, inclined cylinder, irregular wave, pile, dynamic pressure, regular wave, water particle, wavescreen, INCLINED CYLINDERS, VERTICAL CYLINDERS, FORCES, COEFFICIENTS
  • Istanbul Technical University Affiliated: Yes

Abstract

This paper analyses the results of an application of a piled wavescreen. Experimental measurements were undertaken in the laboratory conditions for a given structural configuration under the attack of regular and irregular waves. Dynamic pressure distribution along and around the inclined piles was obtained employing pressure transducers. Using these data, in-line dynamic wave forces acting on piles were also determined. Water particle (orbital) velocities were measured at seaward and landward of the wavescreen using two acoustic Doppler velocimeters (ADV) simultaneously. Furthermore, wave data were collected using resistance type wave gauges at the seaward and landward of the structure. Based on those data, wave attenuation performance of the wavescreen was explored for two different depth values. Findings showed that piled wavescreen can provide effective shore protection as an environmentally friendly coastal structure. (C) 2005 Elsevier Ltd. All rights reserved.