期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

斜坡堤堤心石尺寸对波浪传播影响的试验研究 被引量：12

The experimental research of the rubble mound breakwater core material's influence on wave transmission
下载PDF
导出
摘要 采用典型斜坡堤断面结构,试验研究了不考虑越浪情况下不同尺寸堤心石对斜坡堤堤后波浪传播的影响,讨论了堤心渗透引起的波高及其与入射波要素和堤宽等因素的关系,给出了采用不同尺寸堤心石时堤后波高传递系数与无因次水动力参数H/(gT^2)和堤心结构B/D之间的经验公式。试验结果表明,不同尺寸堤心石对波浪传播的影响是显著的。 Using typical section structure of rubble-mound breakwater, the experimental investigation of the rubble-mound breakwater core material＇s influence on wave transmission has been performed. The relations among wave height induced by permeable core material, incident wave element and breakwater width are discussed. An empirical formula of the transmitted coefficient Kt in terms of H/（gT^2） and B/D under different core material has been gained. The test results show that the different core materials have obvious influence on wave transmission.
作者 王登婷 左其华
机构地区 南京水利科学研究院
出处 《水动力学研究与进展（A辑）》 CSCD 北大核心 2008年第5期532-537,共6页 Chinese Journal of Hydrodynamics
关键词 堤心石 模拟 渗透波高 传递系数 Core material Simulation Permeable wave height Transmitted coefficient
分类号 X143 [环境科学与工程—环境科学]
  • 相关文献

参考文献13

  • 1MEHAUTE B L, SNOW G E WEBB L M. Gravity waves on bottom slopes[R]. NESCO Report S 245 A, National Engineering Science Company, Pasadena, California, Jan, 1966.
  • 2JENSEN O J, KLINTING E Evaluation of scale effects in hydraulic models by analysis of laminar and turbulent flows[J]. Coastal Engineering, 1983, (7): 319-329.
  • 3OUMERACI H. Scale effects in coastal hydraulic models, Symposium on scale effects in modeling hydraulic structure[C]. International association for hydraulic reseach, 1984
  • 4HUGHES A S. Physical models and laboratory techniques in coastal engineering[M], World scientific, 1993
  • 5HEGDE A V, SRINIVAS RAO P. Effect of core porosity on stability and run-up of breakwaters[J]. Ocean Engng, 1995, 22(6): 519-526.
  • 6ALLSOP N. W. H. Coastal, structures and breakwaters[C]. Institution of Civil Engineering and held in London, UK, on 19-20 March, 1998.
  • 7BOSMA C, VERHAGEN H J, D'ANGREMOND KEES, et al. Void porosity measurements in coastal structures[C]. Proc. of the Int. 28th conf. on Coastal Eng., 2002, 1411-1423.
  • 8BURGER W, OUMERACI H, PARTENSCKY H W. Geohydraulic investigations of rubble mound breakwaters[C]. ASCE, Proc. of the Int. 21th conf. on Coastal Eng., 1988, 2242-2256.
  • 9BURCHARCH H F, LIU Z, TROCHE Scaling of core material in rubble mound breakwater model tests[C]. Proc. 5th Int. Conf. on Coastal and port Eng.. in developing countries, 1999., 1518-1528.
  • 10TROCH P, ROUCK J De, BURCHARTH H E Experimental study and numerical modeling of wave induced pore pressure attenuation inside a rubble mound breakwater[C]. Proc. of the Int. 28th conf. on Coastal Eng,2002,1607-1619.

二级参考文献2

  • 1胡去劣，水利水运科学研究，1991年，4期
  • 2沙金煊，1966年

共引文献11

同被引文献36

  • 1贺海洪,胡海忠.海堤工程波浪要素计算分析与探讨[J].人民珠江,2005,26(3):48-50. 被引量：9
  • 2WARD J C. Turbulent flow in porous media[J]. J. of the Hydraulics Division, ASCE, 1964, 90(HY5): 1-12.
  • 3VOLKER R E. Non-linear flow in porous media by finite elements[J]. J. of the Hydraulics Division, ASCE, 1969, 95(HY5): 2093-2114.
  • 4SOLLITT C K, CROSS R H. Wave transmission through permeable breakwaters[C]. Proc. of the 13th Coastal Eng. Conf., ASCE, New York, USA, 1972. Vol.3: 1827-1846.
  • 5RAHMAN M S, JABER W Y. A simplified drained analysis for wave-induced liquefaction in ocean floor sands[J]. Soil and Foundation, 1986, 26(3): 57-68.
  • 6SAKAKIYAMA T, KAJINA R, ABE N. Numerical simulation of wave motion in and near breakwaters[J]. Coastal Engineering in Japanese, JSCE, 1991, 38(2): 545-550.
  • 7MIZUTANI N, MOSTAFA A M, IWATA K. Nonlinear regular wave submerged breakwater and seabed dynamic interaction[J]. Coastal Engineering, 1998, 33(2): 177-202.
  • 8LIU P L F, LIN P, CHANG K A, et al. Numerical modeling of wave intercation with porous structures[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 1999, 125(6): 322-330.
  • 9及春宁.抛石防波堤内的水流运动研究[D].天津:天津大学,2002.
  • 10王登婷.波浪作用下可渗防波堤的堤心石模拟问题研究[C].中国环境资源与水利水电工程,北京:海洋出版社,2007,616-622.

引证文献12

二级引证文献25

水动力学研究与进展（A辑）
2008年 第5期

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