期刊文献+

底部掺气设施水流掺气量的计算 被引量:2

Calculation of air entrainment for bottom aeration devices
下载PDF
导出
摘要 掺气减蚀是高速水流泄水建筑物减免空蚀破坏的重要措施。为了有效地实现掺气减蚀,必须使通过掺气设施后的强迫掺气水流达到一定浓度的掺气量。利用本文提出的掺气坎射流轨迹的微分方程计算出了掺气空腔长度,并通过掺气坎供气系统的供气量与水流掺气量的平衡,给出了一种通过计算掺气坎射流空腔负压来确定水流掺气量的计算方法。计算结果与试验结果吻合良好。利用该方法,可对通风系统和掺气坎的设计体型进行初步验算,以判别掺气设施能否满足掺气减蚀要求。 The air entrainment to alleviate cavitation is an important measure to derate cavitation from the high velocity discharge structure. In order to realize air entrainment and alleviation of cavitation effectively, the air entrainment with a certain concentration must be got from the forced aerated flow through the aeration devices. The cavity length of aeration is calculated out with the differential equation given herein for jet trajectory of aeration device, and then a calculation method for defining the air entrainment based on the calculation of the negative pressure in the cavity of the aeration device is put forward through the balance between the air supply from the air supply system for the aeration device and the air entrainment into water flow. The calculation result is better fitted with that of the relevant test. On the basis of this method, a preliminary check can be made on the pattern design of both the aerating system and the aeration device, so as to judge whether the requirement of the air entrainment can be met with the aerating facility concerned.
出处 《水利水电技术》 CSCD 北大核心 2010年第9期52-56,共5页 Water Resources and Hydropower Engineering
基金 云南省自然科学基金(2009ZC015M) 昆明理工大学人培基金(KKZ3200804047) 云南省教育厅科学研究基金项目(09Y0058)
关键词 掺气坎 空腔负压 掺气量 掺气减蚀 aerator negative pressure air entrainment air entrainment and alleviation of cavitation
  • 相关文献

参考文献4

  • 1N L de S Pinto, S H Neidert, J J Ota. Aeration at high velocity flows (PART ONE) [ J]. Water Power & Dam Construction, Feb. 1982, pp 34-38.
  • 2P Rutschmannn, P Volkart. Spillway chute aeration [ J ]. Water Power & Dam Construction, January 1988, pp 10-15.
  • 3徐一民,王韦,许唯临,刘善均.掺气坎(槽)射流空腔长度的计算[J].水利水电技术,2004,35(10):7-9. 被引量:28
  • 4DL/T5166-2002,溢洪道设计规范[S].

二级参考文献7

  • 1时启燧 潘水波 邵瑛瑛.通气减蚀挑坎水力学问题的试验研究[J].水利学报,1983,(3):1-12.
  • 2Rutschmann P, Hager W H. Design and performance of spillway chute aerators[ J]. Water Power & Dam Construction,1990, ( 1 ).
  • 3夏毓常.通气减蚀设施通气量研究报告[R].水电部天津勘测设计院,中南勘测设计院,1984..
  • 4潘水波.通气挑坎射流的屑气能力[J].水利学报,1980,(5).
  • 5倪汉根.掺气减蚀机制的探讨与空腔长度的估计[J].泄水工程与高速水流,1993,(2).
  • 6罗铭,杨永森.掺气减蚀设施水力计算的改进[J].水利学报,1998,29(9):28-31. 被引量:7
  • 7杨永森,杨永全.掺气减蚀设施后二维空腔流动计算[J].水利学报,2000,31(6):54-60. 被引量:12

共引文献38

同被引文献17

引证文献2

二级引证文献23

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