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黄登水电站泄洪消能试验研究
引用本文:唐峥嵘,张绍春,白绍学,罗永钦,钟志镭,李红英,高云峰.黄登水电站泄洪消能试验研究[J].水利科技与经济,2012(10):11-12.
作者姓名:唐峥嵘  张绍春  白绍学  罗永钦  钟志镭  李红英  高云峰
作者单位:中国水电顾问集团昆明勘测设计研究院科学研究分院
摘    要:简述了黄登水电站可行性研究阶段枢纽泄洪消能防冲试验,水垫塘为定床和护岸不护底两种试验情况,对溢流表孔及左右岸放空底孔体型的优化。

关 键 词:混凝土重力坝  溢流表孔  左右岸放空底孔  水垫塘  脉动压力

Model Test Study on the Flood Discharge and Energy Dissipation for Huangdeng Hydropwer Station
TANG Zheng-rong,ZHANG Shao-chun,BAI Shao-xue,LUO Yong-qin, ZHONG Zhi-lei,LI Hong-ying,GAO Yun-feng.Model Test Study on the Flood Discharge and Energy Dissipation for Huangdeng Hydropwer Station[J].Water Conservancy Science and Technology and Economy,2012(10):11-12.
Authors:TANG Zheng-rong  ZHANG Shao-chun  BAI Shao-xue  LUO Yong-qin  ZHONG Zhi-lei  LI Hong-ying  GAO Yun-feng
Affiliation:(Kunming Hydroelectric Investigation and Design and Research Institute,Kunming 650033,China)
Abstract:The paper introduces model test for the flood discharge and energy dissipation,scour prevention in the feasibility study stage of the Huangdeng hydropwer station,the cushion pond include two case of fixed bed and bank protection not river bottom protection.The shape of the overflow surface hole and left,right bank emptying bottom hole was optimized.
Keywords:concrete dam  overflow surface hole left  right bank emptying bottom hole  cushion pond  fluctuations pressure
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