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乐昌峡水利枢纽工程溢流坝泄洪消能研究
引用本文:黄智敏,何小惠,钟勇明,陈卓英,付波.乐昌峡水利枢纽工程溢流坝泄洪消能研究[J].长江科学院院报,2011,28(5):18-22.
作者姓名:黄智敏  何小惠  钟勇明  陈卓英  付波
作者单位:广东省水利水电科学研究院 广东省水动力学应用研究重点实验室,广州 510610
摘    要:乐昌峡水利枢纽工程坝址处河道狭窄,溢流坝的泄洪落差和单宽流量较大,且电站尾水出水口靠近溢流坝,因此,溢流坝泄洪安全是枢纽工程的关键技术问题.通过溢流坝泄洪消能模型试验研究,对溢流坝堰面曲线、两侧收缩边墙、闸墩、挑流鼻坎等布置和体型进行了优化,改善了其运行水力特性,妥善解决了溢流坝泄洪消能防冲的问题.

关 键 词:溢流坝  溢流堰  宽尾墩  差动式挑流鼻坎  消能  模型试验  乐昌峡水利枢纽工程

Flood-Releasing and Energy Dissipation of Overflow Dam at Lechangxia Water Control Project
HUANG Zhi-min,HE Xiao-hui,ZHONG Yong-ming,CHEN Zhuo-ying,FU Bo.Flood-Releasing and Energy Dissipation of Overflow Dam at Lechangxia Water Control Project[J].Journal of Yangtze River Scientific Research Institute,2011,28(5):18-22.
Authors:HUANG Zhi-min  HE Xiao-hui  ZHONG Yong-ming  CHEN Zhuo-ying  FU Bo
Affiliation:Guangdong Provincial Key Laboratory of Hydrodynamics,Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610, China
Abstract:This paper studies the flood-releasing and energy dissipation of the overflow dam at Lechangxia water control project which is located in a narrow river valley.The flood-releasing safety of the overflow dam therefore is a critical technical issue as it has large water head drop and the discharge per unit width of the dam is large,and moreover,the tailrace exit of the hydropower station is in the vicinity of the dam.Based on hydraulic model tests,the hydraulic property of the overflow dam is improved and hen...
Keywords:overflow dam  overflow weir  flaring gate piers  differential flip bucket  energy dissipation  model test  Lechangxia water control project  
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