期刊文献+

不同糙体对水流和糙率特性影响试验研究 被引量:1

Experimental Study on Influence of Different Roughness on Flow and Roughness Characteristics
下载PDF
导出
摘要 利用三维ADV进行光壁石和塑料草加糙后的流速测量,比较加糙后流速、紊动强度和雷诺应力等垂向与横向分布。结果表明:加糙后流速垂向分布呈“J”型,紊动强度略呈“J”型,雷诺应力呈“>”型,且塑料草对水流特性变化的影响较大;相同参数条件下加糙间距、水深越小,流量越大,流速呈“J”型分布越明显、紊动作用也越强、雷诺应力的最大值就越大;随着雷诺数或弗劳德数的增大,糙率逐渐减小,但幅度越来越小,最后趋于稳定。 The velocity of the smooth wall stone and plastic grass after roughening was measured by using threedimensional ADV,and the vertical and transverse distribution of velocity,turbulence intensity and Reynolds stress after roughening were compared.The results show that the vertical distribution of velocity is J-type,turbulence intensity is slightly J-type,Reynolds stress is“>”type,and plastic grass has a great influence on the change of flow characteristics;under the same parameter conditions,the smaller the roughness distance and water depth is,the larger the flow rate,the more obvious the velocity distribution showing“J”type,the stronger the turbulence effect,and the greater the maximum value of Reynolds stress;with the increase of Reynolds number or Froude number,the roughness decreases gradually,but the range becomes smaller and smaller,and finally tends to be stable.
作者 江会昌 吴军君 JIANG Huichang;WU Junjun(Survey and Design Institute of Zhejiang Qiantang River Administration,Hangzhou 310016,Zhejiang,China)
出处 《浙江水利科技》 2021年第3期22-28,共7页 Zhejiang Hydrotechnics
关键词 糙体 流速分布 紊动强度 雷诺应力 水流特性 roughness body velocity distribution turbulence intensity Reynolds stress flow characteristics
  • 相关文献

参考文献5

二级参考文献26

  • 1李艳红,赵敏.含植物河流动力学实验研究—流速、摩阻流速及曼宁糙率系数垂线分布[J].水动力学研究与进展(A辑),2004,19(4):513-519. 被引量:37
  • 2王兴奎.明渠水流的紊动特性[J].水力发电学报,1993,12(4):12-21. 被引量:22
  • 3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
  • 4吴阿娜,杨凯,车越,袁雯.河流健康状况的表征及其评价[J].水科学进展,2005,16(4):602-608. 被引量:166
  • 5黄本胜 蔡金德 吴学良.连续弯道水流结构及其底沙运动规律[A].[s.n.]..全国泥沙基本理论研究学术讨论会论文集(一) [C].北京:中国水利学会泥沙专业委员会,1992.464-470.
  • 6Madsen JD,Chambers PA,James WF,et al.Mean Flow and Turbulence Structure of Open-Channel Flow through Non-Emergent Vegetation[J].Journal of Hydraulic Engineering,2001,127(5):392-402.
  • 7Prochnow D.Impact of vegetation on the turbulent flow in rivers[J].Systems Analysis Modelling Simulation,Taylor and Francis Inc.,2000,38(3):495-518.
  • 8李艳红.含淹没植物的河流垂向紊动结构[A].周连第.第十九届全国水动力学研讨会文集[C].上海:海洋出版社,2005,1045-1049.
  • 9Wilson C A M E,Stoesser T,Bates P D,et al.Open Channel Flow through Different Forms of Submerged Flexible Vegetation[J].Journal of Hydraulic Engineering,2003,11(129):847-853.
  • 10Carollo F G,Ferro V,Termini D.Flow velocity measurements in vegetated channel[J].Journal of Hydraulic Engineering,ASCE,2002,128 (7):664-672.

共引文献86

同被引文献22

引证文献1

二级引证文献1

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