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喜河水电站泄洪消能设计
引用本文:刘琳振,乔明秋,韩立,陈晴,姜琳,梅传胜,于来广.喜河水电站泄洪消能设计[J].西北水力发电,2007,23(3):13-16.
作者姓名:刘琳振  乔明秋  韩立  陈晴  姜琳  梅传胜  于来广
作者单位:北京国电水利电力工程有限公司,北京100024
摘    要:喜河水电站泄洪消能采用底流消能形式结合各种辅助消能工以适应低水头、低弗氏数、大单宽流量、高尾水且变幅大,河床基岩抗冲能力差的特点。

关 键 词:泄洪  消能  消力池  模型试验  水头  单宽流量  弗氏数
文章编号:1671-4768(2007)03-0013-04
修稿时间:2007-05-12

Design of Flood Discharge Energy Dispatch of Xihe Hydropower Station
LIU Lin-zhen, QIAO Ming-qiu, HAN Li, CHEN Jing, JIANG Lin, MEI Chuan-sheng, YU Lai-guang.Design of Flood Discharge Energy Dispatch of Xihe Hydropower Station[J].Journal of Northwest Hydroelectric Power,2007,23(3):13-16.
Authors:LIU Lin-zhen  QIAO Ming-qiu  HAN Li  CHEN Jing  JIANG Lin  MEI Chuan-sheng  YU Lai-guang
Affiliation:Beijing National hydro-electricity Ltd, Beijing 100024, China
Abstract:The bottom flow mode was used for the flood discharge energy dissipation of Xihe hydropower station, combining with adjective energy dissipation structures to meet the need of the features of the project, concerning lower water head, low Froude number, high discharge per unit width, large variation of tail water table, weak ability of anti scouring of the bed rock and so on.
Keywords:flood discharge  energy dissipation  plunge pool  model test  water head  discharge per unit width  Froude number
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