期刊文献+

潮汐河工模型三角块梅花形加糙试验研究及其应用 被引量:8

Research on roughness of quincunx-pasted triangle blocks and its application in tidal river model
下载PDF
导出
摘要 通过水槽均匀流试验,研究了三角块不同粘贴方向、厚度、布置间距和水深条件下若干种粘贴方案加糙糙率.根据试验结果,推导了三角块正向、反向梅花形粘贴糙率计算式,计算值与实测值偏差在10%以内.将三角块梅花形加糙研究成果应用于长江河口段模型,模型潮位和流速均与实测值基本一致,模型能较好地复演天然水流运动规律. Previously roughness blocks such as gravels, cross plates and bar objects could not meet the need of roughness, however, triangle blocks can do it ideally. The main influencing factors on roughness of quincunxpasted triangle blocks are as following: thickness, lateral distance, portrait distance, water depth and pasted direction (forward: vertex meeting current; backward: bottom meeting current). Based on uniform water experiments in the flume, roughness of all kinds of pasted schemes is obtained. Based on the experiment result, when L is equal to P, semi-empirical and semi-theoretical forward formula and backward formula are deduced for computing roughness, and comparing computing values with experiment values, error range is within 10%. It indicates that the formulas have good accuracy. The research in this paper on Quincunx-pasted triangle blocks is applied to the model of the estuary reach of the Yangtze River from Jiangyin to Wusongkou. The verification test of tidal level and velocity indicates that tidal level and velocity in both prototype and model are basically identical, and the model can simulate water flow better.
出处 《水利水运工程学报》 CSCD 北大核心 2007年第4期55-61,共7页 Hydro-Science and Engineering
关键词 潮汐河工模型 糙率 阻力相似 三角块梅花形加糙 正向粘贴 反向粘贴 tidal river model roughness resistance similarity quincunx-pasted triangle blocks roughness forward pasted backward pasted
  • 相关文献

参考文献11

  • 1惠遇甲,王桂仙.河工模型相似理论[M].北京:中国水利水电出版社,1999:32-42.
  • 2卢汉才,杜宗伟.泥沙模型试验经验汇编[G].1978:258-264.
  • 3唐存本.复合糙率的研究[R].天津:天津水运工程研究所,1978.
  • 4罗肇森 孙梅秀.几种人工糙率的计算.水利水运科学研究,1981,(2):42-50.
  • 5梁斌,陈先朴,邵东超,汪霞.梅花形十字板加糙的原理及实践[J].水动力学研究与进展(A辑),2005,20(2):258-262. 被引量:6
  • 6Knight D W. Hydraulic Resistance of Artificial Strip Roughness[ J ]. Hyd Div ASCE, 1979, 105 (6) : 675 -690.
  • 7李浩麟.潮汐水流垂线流速分布与河床阻力的研究[J].水利学报,1992,24(11):57-62. 被引量:5
  • 8陈志昌,黄仁元,胡志峰.长江口潮汐模型设计和验证[J].水运工程,1999(10):60-66. 被引量:9
  • 9长江委长江水文水资源勘测局.长江三沙航道原型观测水文测验技术报告(洪季)[R].武汉:长江委长江口水文水资源勘测局,2004.
  • 10长江委长江水文水资源勘测局.长江三沙航道原型观测水文测验技术报告(枯季)[R].武汉:长江委长江口水文水资源勘测局,2005.

二级参考文献13

  • 1李浩麟,水利学报,1983年,4期
  • 2钱宁,泥沙运动力学,1983年
  • 3李浩麟,1973年
  • 4厉良辅,郑州大学学报,1963年,2期
  • 5李昌华,1963年
  • 6窦国仁,水利学报,1956年,1期
  • 7武汉水利电力学院.河流泥沙工程学(下册)[M].北京:水利电力出版社,1983..
  • 8INGHAM D B. TANG T and MORTON B R. Steady two dimentional flow through a row of normal flat plates[J]. J. Fluid Mech. ,1990, 210:281-302.
  • 9陈先朴.淮河干流淮滨至止阳关段河工模型设计[R].安徽省、水利部淮委水利科学研究所,1988..
  • 10陈先朴.淮河干流淮滨至正阳关段河工模型设计.治淮科技,1993,(1):62-62.

共引文献18

同被引文献35

引证文献8

二级引证文献17

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