枢纽与电站水力学

三峡船闸六闸首输水阀门运行方式优化

  • 江耀祖 ,
  • 吴英卓 ,
  • 陈辉 ,
  • 於三大 ,
  • 耿峻
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  • 1.长江科学院水力学研究所,武汉430010;
    2.中国长江三峡集团公司枢纽局,湖北宜昌443133
江耀祖(1963-),男,湖北天门人,教授级高级工程师,从事通航水力学研究,(电话)027-82829760(电子信箱)jiangyz@mail.crsri.cn。

收稿日期: 2013-08-13

  修回日期: 2013-08-13

  网络出版日期: 2013-08-13

Optimization of the Operation of Valve in the Sixth-step ShiplockHead of Three Gorges Project

  • JIANG Yao-zu ,
  • WU Ying-zhuo ,
  • CHEN Hui ,
  • YU San-da ,
  • GENG Jun
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  • 1.Hydraulics Department, Yangtze River Scientific Research Institute, Wuhan 430010,China;
    2. Three Gorges Project Construction Operation Authority of China Three Gorges Corporation,Yichang 443133, China

Received date: 2013-08-13

  Revised date: 2013-08-13

  Online published: 2013-08-13

摘要

针对三峡船闸五闸室泄水运行中存在的问题,通过数模计算分析和原型调试研究,在维持现有运行方式大体不变的条件下,采用实时监测到的箱涵出口与下游引航道水位差,确定与之相适应的动水关阀小开度控制阀门运行的方法,较好地解决了六闸首阀门枯水期不能正常关至小开度从而造成闸室超泄偏大和汛期枢纽下泄流量较大时人字门不能按程序正常开启的问题,给出了适应于不同下泄流量下的六闸首阀门动水关闭参数,可保证在通航流量范围内,五闸室泄水时均无须动用辅阀,提高了通航效率。

本文引用格式

江耀祖 , 吴英卓 , 陈辉 , 於三大 , 耿峻 . 三峡船闸六闸首输水阀门运行方式优化[J]. 长江科学院院报, 2013 , 30(8) : 18 -20 . DOI: 10.3969/j.issn.1001-5485.2013.08.0;2013,30(08)

Abstract

This research is aimed at problems occurred in the water release operation of five-step shiplocks of the Three Gorges Project (TGP). By using numerical modeling and prototype measurements, we present the operation mode of controlling the valves of shiplocks’ tank under water level fluctuation condition according to the difference between observed water level at the outlet of water tank and at the downstream approach channel. In the meanwhile the present operation schemes were rarely disturbed. By adopting this new mode, problems that valves of the sixth-step shiplock head cannot be closed to a small opening during dry season and lock-sills cannot be opened normally during flood season with large discharge are solved. The operational parameters for closing the lock heads in the presence of different water discharges are given in which case the auxiliary valves needs not to be enabled and the necessary navigation discharge can also be guaranteed. The navigation efficiency could be improved by using the new operational mode.

参考文献

[1] JTJ306—2001.《船闸输水系统设计规范》[S]. 北京:人民交通出版社,2001.(JTJ306—2001, Designing Code for Filling and Emptying System of Shiplocks[S]. Beijing: People’s Communication Press, 2001.(in Chinese))
[2] 吴英卓,江耀祖,於三大,等. 三峡工程156 m蓄水位船闸水力学安全监测总报告[R].武汉:长江科学院,2008.(WU Ying-zhuo, JIANG Yao-zu, YU San-da, et al. Overall Report on the Hydraulic Safety Monitoring of the Shiplock of TGP with 156m Impoundment Water Level[R]. Wuhan: Yangtze River Scientific Research Institute, 2008.(in Chinese))
[3] 吴英卓,江耀祖,於三大. 三峡船闸六闸首泄水阀门运行方式优化研究报告[R].武汉:长江科学院,2012.(WU Ying-zhuo, JIANG Yao-zu, YU San-da,et al. Report on the Optimization of the Operation of Sixth-step Discharhing Shiplock of TGP[R]. Wuhan: Yangtze River Scientific Research Institute, 2012.(in Chinese))
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