期刊文献+

3种非淹没双体丁坝作用尺度划分准则及比较 被引量:4

Three classification criteria and their comparison impact scale between double non-submerged spur dikes
下载PDF
导出
摘要 为了研究丁坝群对河流系统的作用,通过对不同间距下非淹没双体丁坝流场的比较分析,提出基于大尺度涡不相重叠、基于双丁坝断面流速分布相似和基于下游丁坝断面流速分布恢复的3种非淹没双体丁坝作用尺度划分准则,并对3种准则的优缺点及适用范围进行分析.在此基础上,分别运用3种划分准则对同一工况下非淹没双体丁坝的间距阈值进行计算,计算结果与恢复段长度的经验值进行对比,结果表明基于双丁坝断面流速分布相似和基于下游丁坝断面流速分布恢复准则的计算结果相近且均在经验范围之内,基于大尺度涡不相重叠准则的计算结果偏小,但计算简单,可结合丁坝回流区长度计算公式用于对丁坝群作用尺度进行初步估算. In order to investigate the impact of spur dike group acting on river system, three classification criteria of impact scale of non-submerged double spur dikes were presented according to the comparison of non-submerged double spur dikes' flow field under different dike spacing, which were respectively based on large-scale vortexes nonoverlapping, the cross-section velocity of double spur dikes similarly distributing and the cross-section velocity of downstream dike recovering. Meanwhile, their advantages, disadvantages and application scopes were analyzed. On this basis, three criteria were applied to calculate the threshold of dike spacing under a same condition. The comparison between the calculation results and empirical value of the length of recovery segment shows that the calculation values based on the cross- section velocity of double spur dikes similarly distributing and the cross-section velocity of downstream dike recovering are similar and both in the empirical range, while the value based on large-scale vortexes nonoverlapping is smaller than empirical value but simple to calculate, and it can be used to preliminarily estimate the impact scale of spur dikes through combining with the length formula of spur dike back-flow zone.
出处 《浙江大学学报(工学版)》 EI CAS CSCD 北大核心 2015年第2期200-207,共8页 Journal of Zhejiang University:Engineering Science
基金 长江科学院开放研究基金资助项目(CKWV2012322/KY) 国家自然科学基金资助项目(50909085) 浙江省水利厅科技计划项目(RC1106) 金华市科学技术研究计划项目(2012-3-003 2013-3-027)
关键词 丁坝 作用尺度 恢复区 数值模拟 河流系统 spur dike impact scale recovery zone numerical simulation river system
  • 相关文献

参考文献19

  • 1DUANJG, HEL, FUXD, etal. Mean flow and tur- bulence around experimental spur dike [J]. Advances in Water Resources, 2009, 32:1717 - 1725.
  • 2MAYERLE R, WANG S S Y, TORO F M. Verifica- tion of a 3-Dimensional numerical-model simulation of the flow in the vicinity of spur dikes [J]. Journal of Hy- draulic Research, 1995, 33(2) : 243 - 256.
  • 3陈稚聪,黑鹏飞,丁翔.丁坝回流分区机理及回流尺度流量试验研究[J].水科学进展,2008,19(5):613-617. 被引量:23
  • 4CUI Z F, ZHANG, X F. Flow and sediment simulation around spur dike with free surface using 3-D turbulent mode[ [J]. Journal of Hydrodynamics, 2006, 18(3) S: 237 - 244.
  • 5AZINFAR H, KELLS J A. Backwater prediction due to the blockage caused by a single, submerged spur dike in an open channel [J]. Journal of Hydraulic Engineering, 2008, 134: 1153-1157.
  • 6李国斌,韩信,傅津先.非淹没丁坝下游回流长度及最大回流宽度研究[J].泥沙研究,2001,26(3):68-73. 被引量:28
  • 7KUHNLER A, JIA Y, ALONSO C V. Measured and simulated flow near a submerged spur dike[J]. Journal of Hydraulic Engineering, 2008, 134(7) : 916 - 924.
  • 8常福田.丁坝间距和壅水的研究[J].河海科技进展,1993,13(1):69-73. 被引量:2
  • 9AZINFAR H, KELLS J A. Flow resistance due to a single spur dike in an open channel [J]. Journal of Hy- draulic Research, 2009, 47(6) .. 755 - 763.
  • 10常福田,丰玮.丁坝群合理间距的试验研究[J].河海大学学报(自然科学版),1992,20(4):7-14. 被引量:13

二级参考文献43

共引文献111

同被引文献39

  • 1周宜林,道上正规,桧谷治.非淹没丁坝附近三维水流运动特性的研究[J].水利学报,2004,35(8):46-53. 被引量:26
  • 2夏云峰,孙梅秀,李昌华.用水深平均k-ε紊流模型计算淹没丁坝流场[J].水利水运科学研究,1993(2):109-118. 被引量:12
  • 3陆永军,周耀庭.丁坝下游恢复区流场初探[J].水动力学研究与进展(A辑),1989,4(3):70-78. 被引量:7
  • 4袁丽蓉,沈永明,郑永红.用VOF方法模拟横流下窄缝紊动射流[J].海洋学报,2005,27(4):155-160. 被引量:11
  • 5戴会超,王玲玲,魏文礼,槐文信.线性波中二维射流的大涡模拟[J].华中科技大学学报(自然科学版),2006,34(9):45-47. 被引量:8
  • 6Wu B Wang G Q, Ma J M,et al. Case study: rivertraining and its effects on fluvial processes in the lowerYellow River [J]. Hydraul English ASCE,2005, 131(2): 85-96.
  • 7Akahori R, Schmeeck E M. Numerical analysis of sec-ondary-flow around a spur dike using a three-dimension-al free water surface LES model: Parker Garcia. Riv-er, Coastal and Estuarine Morphodynamics,RCEM 2005[C]. Taylor &? Francis Group,London, 2006 : 921-930.
  • 8Mayerle R, Wang S S Y, Toro F M. Verification of athree-dimensional numerical model simulation of flow inthe vicinity of spur-dikes[J]. Journal of Hydraulic Re-search, 1995, 33(2):243-256.
  • 9Jia Y,Scott S,Xu Y,et al. Three-dimensional numericalsimulation and analysis of flows around a submergedweir in a channel bend way [J]. Journal of HydraulicEngineering, 2005 , 131(8):682-693.
  • 10Ferziger J H. Large eddy simulation: an introductionand perspective [ M]. New York: Springer-Verlag,1996.

引证文献4

二级引证文献12

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