期刊文献+

滨州双层牡蛎礁消浪效果的实验研究 被引量:5

An experimental study on dissipating effect of double-layer oyster reefs in Binzhou coastal seawater
原文传递
导出
摘要 在“蓝色海湾整治行动”项目中,牡蛎礁起到生态恢复和消浪的双重效果,研究牡蛎礁消浪成效是开展相关项目的基础。本文以滨州牡蛎礁生态修复项目为对象,利用大型室内水槽开展石块和镂空体牡蛎礁的消浪效果研究。实验结果表明:在设计高和极端高水位条件下,双层牡蛎礁均能达到较好的消浪效果,第一层消浪率占总消浪率的68%以上,尤其对于设计高水位情况,第一层消浪率占总消浪率的86.7%,由此可见,目前的双层牡蛎礁方案可以有效起到保护堤坝的效果。 In Blue Bay Remediation Action project,oyster reef plays dual roles of ecological restoration and wave suppression.The studies on the effect of oyster reef on wave dissipating is the basis of relevant projects.Taking Binzhou oyster reef ecological restoration project as the object,we studied the wave dissipating effect of stone and hollow oyster reef using a large flume.The experimental results showed that the double oyster reef can achieve a good effect of wave dissipating at high and extremely high water level,respectively.The first layer for wave dissipating occupied more than 68%of the total.At high water level,the first layer wave dissipating rate accounted for 86.7%of the total.Therefore,the current double oyster reef scheme can effectively protect the embankment.
作者 洪新 程建婷 李庆杰 武双 燕杰 石洪源 HONG Xin;CHENG Jianting;LI Qingjie;WU Shuang;YAN Jie;SHI Hongyuan(Yantai Marine Environment Monitoring Center Station of SOA,Yantai 264006,China;School of Hydraulic Engineering,Ludong University,Yantai 264025,China)
出处 《海洋湖沼通报》 CSCD 北大核心 2023年第4期106-111,共6页 Transactions of Oceanology and Limnology
基金 山东省海洋生态环境与防灾减灾重点实验室项目(202005)。
关键词 波浪 牡蛎礁 设计水位 消浪效果 wave oyster reef design water level wave dissipating effect
作者简介 第一作者:洪新(1986-),女,硕士研究生,高级工程师,从事海洋环境预警预报工作。E-mail:hongxin@ncs.mnr.gov.cn。
  • 相关文献

参考文献8

二级参考文献31

  • 1Hong Guangwen Professor, Research Institute of Coastal and Ocean Engineering, Hohai University, 1 Xikang Road, Nanjing 210024.Mathematical Models for Combined Refraction-Diffraction of Waves on Non-Uniform Current and Depth[J].China Ocean Engineering,1996,11(4):433-454. 被引量:35
  • 2赵子丹,张庆河,刘海青.波浪在珊瑚礁及台阶式地形上的传播[J].海洋通报,1995,14(4):1-10. 被引量:22
  • 3COPELAND G J M. A practical alternative to the "mild-slope" wave equation[J]. Coastal Engineering, 1985, 9: 125-149.
  • 4SCHAFFER H A, MADSEN P A. A Boussinesq model for waves breaking in shallow water[J]. Coastal Engi- neering, 1993, 20: 185-202.
  • 5LYNETT P J. Near shore wave modeling with high- order Boussinesq-type equations[J]. Journal of Water- way, Port, Coastal, and Ocean Engineering, 2006, 132(5): 348-357.
  • 6ORSZAGHOVA J, BORTHWICK A G L, AYLOR P H. From the paddle to the beach-a Boussinesq shallow water numerical wave tank based on madsen and Sorensen's equations[J]. Journal of Computational Phy- sics, 2012, 231(2): 328-344.
  • 7. YUAN Bing, SUN Jian, YUAN De-kui, et al. Numeri- cal simulation of shallowzwater flooding using a two-di- mensional finite volume model[J]. Journal of Hydrody- namics, 2013, 25(4): 520-527.
  • 8ZHANG H W, SCHAFFER H A, JAKOBSEN K E De- terministic combination of numerical and physical coa- stal wave models[J]. Coastal Engineering, 2007, 54(2): 171-186.
  • 9TONG Fei-fei,SHEN Yong-ming,TANG Jun,CUI Lei.WATER WAVE SIMULATION IN CURVILINEAR COORDINATES USING A TIME-DEPENDENT MILD SLOPE EQUATION[J].Journal of Hydrodynamics,2010,22(6):796-803. 被引量:2
  • 10阳志文,柳淑学,李金宣,孙忠滨.波浪传播的数值模拟与物理模拟耦合模型[J].水动力学研究与进展(A辑),2011,26(3):296-306. 被引量:4

共引文献68

同被引文献62

引证文献5

二级引证文献3

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