期刊文献+

前置掺气坎阶梯溢洪道近壁掺气特性 被引量:20

Aeration characteristics for skimming flow along the pre-aerator stepped spillways
在线阅读 下载PDF
导出
摘要 为更清楚地认识前置掺气坎阶梯溢洪道近壁面沿程掺气规律,对其掺气特性进行了研究,得到了在不同坡度、单宽流量、台阶体型条件下阶梯竖直面和水平面近壁处掺气浓度沿程分布规律,并与不设前置掺气坎但设置过渡阶梯溢洪道的掺气规律进行了对比分析。研究表明:前置掺气坎式阶梯溢洪道中阶梯水平面与竖直面掺气浓度沿程的分布规律相似,受前置掺气坎的帮助,掺气浓度很高,沿程逐渐减小,达到一定距离后趋于稳定;掺气浓度随单宽流量的增大而减小,随坡度的减缓而减小;前置掺气坎克服了过渡阶梯存在前几级的底部清水区的缺陷,能够用于更大单宽流量。 Pre-aerator stepped spillways, where the aerator is placed prior to the primary step in the stepped spillway, can form a cavity chamber at the bottom to produce enough aeration concentration to avoid the cavitation erosion. To make a better understanding of the bottom aeration characteristics along the pre-aerator stepped spillways, laboratory experiments were carried out, in which aeration concentration distributions on the vertical and horizontal planes along the stepped spillway with different discharges and slopes were investigated. Ulteriorly, comparation of aeration characteristics was made between the pre-aerator stepped spillway and the transitional stepped spillway. It was showed that distribution of aeration concentration on the horizontal surfaces of the pre-aerator stepped spillway was similar to that on the vertical plane. Because of the pre-aerator, the aeration concentration is very high along the primary steps, decreases along the stepped spillways, and tends to the stability for a certain distance. With the increase of discharge per unit width and the decrease of the slope, the aeration concentration decreases. The results indicate that the pre-aerator can eliminate the clear water zone on the bottom of the primary steps, where the transitional steps cannot avoid. Therefore the pre-aerator stepped spillways can be widely used for larger discharges per unit width.
出处 《水科学进展》 EI CAS CSCD 北大核心 2014年第3期401-406,共6页 Advances in Water Science
基金 国家自然科学基金资助项目(51109150 51179114)~~
关键词 前置掺气坎 过渡阶梯 阶梯溢洪道 空蚀破坏 掺气浓度 模型试验 pre-aerator transitional steps stepped spillway cavitation erosion air concentration model test
  • 相关文献

参考文献8

二级参考文献23

  • 1Chen, Qun, Dai, Guang-Qing, Liu, Hao-Wu.NUMERICAL SIMULATION FOR THE STEPPED SPILLWAY OVERFLOW WITH TURBULENCE MODEL[J].Journal of Hydrodynamics,2002,14(2):58-63. 被引量:11
  • 2Chen Qun College of Hydraulic and Hydroelectric, Sichuan University, Chengdu 610065, ChinaDai Guang qing State Key Hydraulics Laboratory of High Speed Flows, Sichuan University, Chengdu 610065, ChinaZhu Fen qing Geotechnic Engineering Co., Second.THREE-DIMENSIONAL TURBULENCE NUMERICAL SIMULATION OF A STEPPED SPILLWAY OVERFLOW[J].Journal of Hydrodynamics,2002,14(3):70-75. 被引量:10
  • 3陈群,戴光清,朱分清,杨庆.影响阶梯溢流坝消能率的因素[J].水力发电学报,2003,22(4):95-104. 被引量:60
  • 4才君眉,薛慧涛,冯金鸣.碾压混凝土坝采用台阶式溢洪道消能初探[J].水利水电技术,1994,25(4):19-21. 被引量:16
  • 5杨敏 膝显华 任红亮 常云华.阶梯溢流面的几个水力学问题[J].泄水工程与高速水流,1998,9:9-32.
  • 6高仪生 黄国兵.水布垭枢纽泄洪布置及消能防冲问题的研究[J].泄水工程与高速水流.长春:吉林科学技术出版社,2000,:37-45.
  • 7周辉 吴时强 姜树海.阶梯溢流坝滑移流水力特性初步研究[J].泄水工程与高速水流,长春:吉林科学技术出版社,1998,:25-28.
  • 8夏毓常.水工模型试验中若干水力特性的缩尺影响[A]..水力计算论文集[C].北京:中国水利水电出版社,1996..
  • 9PEYRAS L, ROYET P, DEGOU TTE G. Flow and energy dissipation over stepped gabion weirs[J]. Journal of Hydraulic Engineering, 1992, 118(5) : 707 - 717.
  • 10CHRISTODOULOU G C. Energy dissipation on stepped spillways[J]. Journal of Hydraulic Engineering, 1993, 119(5) : 644- 651.

共引文献84

同被引文献139

引证文献20

二级引证文献88

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