长江科学院院报 ›› 2001, Vol. 18 ›› Issue (2): 11-14.

• 水工水力学 • 上一篇    下一篇

用附加动量理论分析齿墩与消力池联合消能机理

 张宗孝, 牛争鸣, 魏文礼, 李建中   

  1. 西安理工大学 水利水电学院,陕西 西安710048
  • 出版日期:2001-04-01 发布日期:2012-03-05

Analysis of joint energy dissipation mechanism of stilling basin and dental bafflepier with additional momentum

 ZHANG  Zong-Xiao, NIU  Zheng-Ming, WEI  Wen-Li, LI  Jian-Zhong   

  • Online:2001-04-01 Published:2012-03-05

摘要: 用"附加动量"水跃理论分析齿墩与消力池联合应用的消能机理,用跃后水深、水跃长度或 单宽水跃容积减少的百分数,估计新增消能设施的经济效益。并通过模型试验验证了消能 的理论分析,计算了新增设施的消能量、跃后水深、水跃长度或单宽水跃容积减少的百分数 。结果表明:采用齿墩设施,可增进消力池的消能作用,并取得显著的经济效益,达到了附加动 量水跃理论所预期的效果。

关键词: 齿墩, 附加动量, 消力池, 消能机理 

Abstract: In this paper,the joint energy dissipation mechanism of stilling basin and denta l kafflepier is analysed according to additional momentum hydraulic jump theo ry.The economic benifits of newly additional energy dissipation facilities are e stimated in terms of the decreased percentage of the conjugate depth of hydraul i c jump and length of jump or the volume of hydraulic jump per unit width.The the oretical analysis is verified by model test. Uning the experimental data,the dec r eased percentages of conjugate depth,length of hydraulic jump or unit width hydr a ulic jump volume with the increased dissipated energy facilities are calculated. It is concl uded that dental bafflepier can increase energy dissipation rate of stilling b a sin and decrease engineering cost.The obvious economic benefits and the expected effect of additional momentum hydraulic jump theory are achieved.