PDF(1360 KB)
Pattern and Layout of Crucial Parts of High-head Shiplock’s Water Conveyance System and Applications
WU Ying-zhuo,CHEN Jian,WANG Zhi-juan,ZHOU Chi,JIANG Yao-zu
Journal of Changjiang River Scientific Research Institute ›› 2015, Vol. 32 ›› Issue (2) : 58-63.
PDF(1360 KB)
PDF(1360 KB)
Pattern and Layout of Crucial Parts of High-head Shiplock’s Water Conveyance System and Applications
The type and layout of crucial parts of high-head shiplock’s water conveyance system is introduced in this paper. The paper is based on research achievements in China and abroad as well as in the Yangtze River Scientific Research Institute since its founding half a century ago. The basic pattern of dynamically balanced conveyance system which fits different chamber sizes and water heads is introduced. A new idea of solving the lip cavitation of reversed tainter valve is presented, and a new type of dispersed conveyance system with double energy-dissipation systems (internal stilling pool and external dissipation plate) of higher dissipation efficiency is proposed. This paper could offer a reference for researchers and designers in this regard.
high-head shiplock / water conveyance system / valve segment / diversion outlet / auxiliary discharge culvert
[1] 鲍 伦(Bolline).船闸运转的水力特性.北京:水利部规划设计管理局,1981. (BOLLINE. Hydraulic Characteristics of Shiplock Operation. Beijing: Administration Bureau of Planning and Design of Ministry of Water Resources, 1981. (in Chinese))
[2]
Navigation Lock for Lower Granite Dam, Snake River, Washington. Hydraulic Model Investigations. Report No. TR-126-1. Washington D C: North Pacific Division of Army Corps of Engineers, 1979.
[3]
邓廷哲,金 峰,彭爱琳.葛洲坝船闸水力学问题综合分析.人民长江,2002,33(2):41-46. (DENG Ting-zhe, JIN Feng, PENG Ai-lin. On Hydraulic Issues of Gezhouba Shiplocks. Yangtze River, 2002,33(2):41-46. (in Chinese))
[4]
江耀祖,吴英卓,徐勤勤,等.三峡船闸关键水力学问题研究.湖北水力发电,2007,72(3):60-64. (JIANG Yao-zu, WU Ying-zhuo, XU Qin-qin, et al. Research on Key Hydraulic Problems of Three Gorges Shiplock. Hubei Water Power, 2007, 72(3):60-64.(in Chinese))
[5]
吴英卓,江耀祖.银盘船闸输水系统布置形式研究.长江科学院院报, 2008,25(6):6-9. (WU Ying-zhuo, JIANG Yao-zu. Arrangement Form of Water Delivery System of Yinpan Lock. Journal of Yangtze River Scientific Research Institute, 2008, 25(6):6-9.(in Chinese))
[6]
吴英卓,江耀祖.三峡水利枢纽永久船闸廊道输水特性研究.北京:海洋出版社,1996. (WU Ying-zhuo, JIANG Yao-zu. Water Conveyance Characteristics of the Culvert of Three Gorges Permanent Shiplock. Beijing: Ocean Press, 1996. (in Chinese))
[7]
邓廷哲.船闸输水廊道阀门段水力学问题的分析研究.长江科学院院报,1989,(2):37-43.(DENG Ting-zhe. Study and Analysis of the Hydraulic Problems Pertaining to the Value Reach of Conveyance Culvert of Locks. Journal of Yangtze River Scientific Research Institute,1989,(2):37-43.(in Chinese))
[8]
胡亚安,卞兆盛.葛洲坝1号船闸阀门门楣通气设施原型观测研究.水运工程,1995,(6):28-32.(HU Ya-an, BIAN Zhao-sheng. Prototype Observation on the Ventilation Device at the Door Head of No. 1 Shiplock Valve in Gezhouba Dam. Port & Waterway Engineering,1995,(6):28-32.(in Chinese))
[9]
王智娟,江耀祖,吴英卓,等.银盘船闸阀门段体型优化三维数字模拟研究.人民长江,2008,39(4):91-93. (WANG Zhi-juan, JIANG Yao-zu, WU Ying-zhuo, et al. Three-Dimensional Numerical Simulation on the Optimization of Valve Segment Type for Yinpan Shiplock. Yangtze River, 2008, 39(4):91-93.(in Chinese))
[10]
吴英卓,江耀祖.三峡船闸输水系统分流口形式研究.长江科学院院报,1998,15(5):6-10. (WU Ying-zhuo, JIANG Yao-zu. Study on Diversion Ports for TGP’s Lock Filling and Emptying System. Journal of Yangtze River Scientific Research Institute, 1998, 15(5):6-10.(in Chinese))
[11]
吴英卓,刘志雄,王智娟,等.三峡永久船闸闸室第一分流口水力学大比尺局部模型试验研究报告.武汉:长江科学院,2004. (WU Ying-zhuo, LIU Zhi-xiong, WANG Zhi-juan, et al. Report on Local Large-scale Hydraulic Model Test on the First Diversion Outlet of Permanent Shiplock Chamber in Three Gorges Dam. Wuhan: Yangtze River Scientific Research Institute, 2004. (in Chinese))
[12]
邓廷哲.葛洲坝船闸水力学原、模型试验比较.长江科学院院报,1993,(2):67-72. (DENG Ting-zhe. Comparison of the Results between Prototype and Hydraulic Model Tests of Gezhouba Locks. Journal of Yangtze River Scientific Research Institute,1993,(2):67-72.(in Chinese))
[13]
易兴华.等惯性输水系统及其在葛洲坝船闸中的应用.长江科学院院报,1988,(1):37-48.(YI Xing-hua. The Dynamically Balanced System and Its Application to the Gezhouba Locks. Journal of Yangtze River Scientific Research Institute,1988,(1):37-48.(in Chinese))
[14]
吴英卓,江耀祖.三峡船闸正向进水口流量分配规律研究.水利水运工程学报,2001,(增刊):127-131. (WU Ying-zhuo, JIANG Yao-zu. Regularity of Flow Distribution in the Forward Inlet of Three Gorges Shiplock. Hydro-science and Engineering, 2001, (Sup.):127-131.(in Chinese))
[15]
陈 亮,刘平昌,张绪进.等,贵港二线船闸闸室双明沟消能工布置及消能特性研究.水道港口,2013,(2):144-149.(CHEN Liang, LIU Ping-chang, ZHANG Xu-jin, et al. Layout of Double Open Trench Energy Dissipater and Energy Dissipation Characteristics of Guigang Second-line Shiplock Chamber. Journal of Waterway and Harbor,2013,(2):144-149.(in Chinese))
[16]
南京水利科学研究院,天津水利工程科学研究院.三峡连续五级船闸输水系统盖板形式的研究.南京水利科学研究院,天津水利工程科学研究院.1999. (Nanjing Hydraulic Research Institute and Tianjin Research Institute for Water Transport Engineering. Research on the Plate of Water Conveyance System for the Five-Stage Shiplock of Three Gorges Dam. Nanjing Hydraulic Research Institute and Tianjin Research Institute for Water Transport Engineering. 1999. (in Chinese))
/
| 〈 |
|
〉 |