期刊文献+

水深与刚性植被高度的相对关系对防浪林消浪效果的影响 被引量:2

Influence of the Relative Relationship between Water Depth and Height of Rigid Vegetation on Wave Dissipation Effect of Wave Break Forest
下载PDF
导出
摘要 用刚性防浪林相对水深综合表征水深与植被高度的相对关系,通过设计模型试验研究不同相对水深条件下刚性防浪林消浪效果的变化规律,分析波浪衰减系数与相对水深之间的关联,探究相对水深在防浪林建设规划中的参考意义,据此设计老龙口堤段刚性防浪林的合适树型。结果表明,水深与树干、树冠高度的相对关系均在不同程度上影响防浪林消浪效果。参考相对水深,选出合适高度比例的刚性植被营造防浪林,可以充分发挥植被对波能的衰减作用。 The relative relationship between water depth and vegetation height was comprehensively expressed by the relative water depth of rigid wave break forest,a model test was designed to study the wave dissipation effect of rigid wave break forest under different relative water depths,to analyze the correlation between wave attenuation coefficient and relative water depth,to explore the reference significance of relative water depth in the construction planning of wave break forest,according to model test results,the suitable tree type of rigid wave break forest in Laolongkou dike section was designed.The results showed that the relative relationship between water depth and the height of tree trunk and crown affected the wave dissipation effect of wave break forest to some extent.According to the relative water depth,choosing the rigid vegetation with appropriate height ratio to build the wave forest could give full play to the attenuation effect of vegetation on wave energy.
作者 孙飚 董增川 韦一鸣 周月娇 王诗韵 任杰 SUN Biao;DONG Zengchuan;WEI Yiming;ZHOU Yuejiao;WANG Shiyun;REN Jie(Hehai University,Nanjing 210098 China;Suihua Municipal CPC Committee,Suihua Heilongjiang 152000 China)
出处 《黑龙江水利科技》 2020年第11期1-8,共8页 Heilongjiang Hydraulic Science and Technology
关键词 刚性防浪林 波浪衰减系数 相对水深 树型 rigid wave protection forest wave attenuation coefficient relative water depth tree type
  • 相关文献

参考文献2

二级参考文献33

  • 1白玉川,杨建民,胡嵋,黄本胜.植物消浪护岸模型实验研究[J].海洋工程,2005,23(3):65-69. 被引量:38
  • 2Camfield F E.Wind-wave propagation over flooded,vegetated land[R].DTIC Document,1977.
  • 3Gacia E,Duarte C M.Sediment retention by a mediterranean < i > posidonia oceanica meadow:The balance between deposition and resuspension[J].Estuarine,Coastal and Shelf Science,2001,52(4):505-514.
  • 4Zabloudil K,Reitzel J,Schroeter S,et al.Sonar mapping of giant kelp density and distribution[C]//Coastal Zone'91.1991:391-406.
  • 5Elwany M H S,OReilly W C,Guza R T,et al.Effects of Southern California kelp beds on waves[J].Journal of Waterway,Port,Coastal,and Ocean Engineering,1995,121(2):143-150.
  • 6Lovas S M,Torum A.Effect of the kelp < i > laminaria hyperborea upon sand dune erosion and water particle velocities [ J ].Coastal Engineering,2001,44(1):37-63.
  • 7Sanchez-Gonz61ez J F,S6nchez-Rojas V,Memos C D.Wave attenuation due to posidonia oceanica meadows [ J ].Journal of Hydraulic Research,2011,49(4):503-514.
  • 8Mazda Y,Magi M,Ikeda Y,et al.Wave reduction in a mangrove forest dominated by Sonneratia sp.[ J ].Wetlands Ecology and Management,2006,14(4):365-378.
  • 9Vo-Luong P,Massel S.Energy dissipation in non-uniform mangrove forests of arbitrary depth[J].Journal of Marine Systems,2008,74(1):603-622.
  • 10Narayan S.The effectiveness of mangroves in attenuating cyclone-induced waves [ D ].Delft:Delft University of Technology,2009.

共引文献32

同被引文献28

引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部