Experimental study and calculation of horizontal wave pressure of piled baffle penetrated breakwater
DOI:
CSTR:
Author:
Affiliation:

Clc Number:

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    Based on the physical modeling experiment,we study the main factors effecting the horizontal wave pressure of the penetrated breakwater with both-sides baffles and their regularities under the irregular wave.Without the overtopping wave,we carry out systematic physical model experiments respectively for the three kinds of structures,i.e.the structure without hole baffle,the one with staggered hole baffle and the one with unstaggered hole baffle,to analyze the influences of horizontal wave pressure effected by the dimensionless factors,which are the relative water depth of the baffles and the wave length-height ratio.On the basis of the research results above,more practical breakwater wave pressure formula are presented,which may serve as reference for the research and design of the penetrated breakwater.

    Reference
    Related
    Cited by
Get Citation

虞丹君,冯卫兵,李艳波,杨 斌.桩基双挡板透空式防波堤水平波压力试验与计算[J].水运工程,2015,(1):19-24

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:
  • Revised:
  • Adopted:
  • Online: January 16,2015
  • Published:
Article QR Code