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透空管式防波堤波浪透射系数的试验研究

杨立鹏 杨少鹏 张芝永 朱金龙 那婧

港口航道与近海工程2024,Vol.61Issue(4):1-6,6.
港口航道与近海工程2024,Vol.61Issue(4):1-6,6.DOI:10.16403/j.cnki.ggjs20240401

透空管式防波堤波浪透射系数的试验研究

Experimental Investigation of Wave Transmission Coefficient for Permeable Tubular Breakwater

杨立鹏 1杨少鹏 2张芝永 3朱金龙 4那婧5

作者信息

  • 1. 青岛市运输事业发展中心,山东青岛 266100
  • 2. 山东科技大学 海洋科学与工程学院,山东青岛 266590
  • 3. 浙江省水利河口研究院,浙江杭州 310020
  • 4. 山东省海洋资源与环境研究院,山东烟台 264006
  • 5. 大连海阳渔业工程规划设计研究有限公司,辽宁大连 116000
  • 折叠

摘要

Abstract

A physical model test is adopted to investigate the wave dissipating performance of permeable tubular breakwater.Transmission coefficient Kt serves as key parameter to explore its relationship with breakwater top width B,slope m,tube diameter D and wave factors.The results show that the transmission coefficient Kt decreases with the increment of relative breakwater width B/L,wave steepness H/L and water depth h/L.When B/L exceeds 0.3,H/L exceeds 0.06,and h/L exceeds 0.3,the corresponding transmission coefficients obviously decrease and then gradually become stable,which shows significant wave dissipation effect.Kt increases with the increment of the slope m,and the breakwater has better wave dissipation performance subject to the slope of 1:1.5.Moreover,the combination of different tube diameters achieves better performance of wave dissipating than that of only one tube diameter.The permeable tubular structure is of better performance of wave dissipation than that of permeable horizontal-plate structure under same working condition.

关键词

透空管式防波堤/透射系数/结构参数/规则波

Key words

permeable tubular breakwater/transmission coefficient/structure parameter/regular wave

分类

交通运输

引用本文复制引用

杨立鹏,杨少鹏,张芝永,朱金龙,那婧..透空管式防波堤波浪透射系数的试验研究[J].港口航道与近海工程,2024,61(4):1-6,6.

基金项目

山东省自然科学青年基金项目:海底子母管线冲刷累积演变机理研究(ZR2022QE200) (ZR2022QE200)

港口航道与近海工程

1004-9592

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