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云南某水电站泄洪消能设计研究
引用本文:汪振,黄维,何世海,熊燕梅.云南某水电站泄洪消能设计研究[J].水利与建筑工程学报,2007,5(3):64-67.
作者姓名:汪振  黄维  何世海  熊燕梅
作者单位:华东勘测设计研究院,浙江,杭州,310014
摘    要:云南某水电站具有洪峰流量大、下游水位高、多泥沙等特点,通过方案比选和水工模型试验研究,推荐采用五表孔泄洪、宽尾墩与跌坎底流联合消能的布置方案。本工程首次提出了宽尾墩与跌坎底流联合运用的消能方式,该消能方式很好的利用宽尾墩良好的消能效果,又克服宽尾墩挑射水流对底板的冲击问题。

关 键 词:泄洪消能  宽尾墩—跌坎底流  雷伯克尾坎  水电站
文章编号:1672-1144(2007)03-0064-04
收稿时间:2007-01-18
修稿时间:2007-01-182007-03-15

Design of Flood Discharging and Energy Dissipation Structure for a Certain Hydropower Station
WANG Zhen,HUANG Wei,HE Shi-hai,XIONG Yan-mei.Design of Flood Discharging and Energy Dissipation Structure for a Certain Hydropower Station[J].Journal of Water Resources Architectural Engineering,2007,5(3):64-67.
Authors:WANG Zhen  HUANG Wei  HE Shi-hai  XIONG Yan-mei
Institution:Fast China Investigation and Design Institute, Hangzhou , Zhejiang 310014, China
Abstract:A certain hydropower station in Yunnan Province has such the characteristics as the large peak discharge, the high water level in downstream, the multiple sand and so on. Through the comparison and selection for plans and the hydraulic model test, the layout scheme is recommended to adopt with five surface orifices for the flood discharge and with the flaring pier and falling-sill bottom flow for the energy dissipation. By this type of the energy dissipation firstly adopted in this project, the good effect of the energy dissipation with the flaring pier is fully utilized, and the impact of the jet-trajectory flow onto the bottom plate is also overcome.
Keywords:flood discharging and energy dissipation  flaring pier-falling sill bottom-flow  Leiboke tall bucket  hydropower station
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