摘要
达岱河水电站布置2条导流洞,分别位于干流TATAY河和支流KEP河,进口高程相差26m,通过库区连通明渠将干支流库区连通。研究导流洞下闸蓄水方案,确定合理的导流洞下闸方案、下闸时间,使得水库蓄水风险控制在合理的范围内,实现工程按期投产发电。
Tatay Hydropower Station is designed with two diversion tunnels, which are respectively located in the TATAY River and the tributary KEP River. The elevation difference between two inlets is 26 m and an open channel is arranged in the reservoir area to connect the TATAY River and the KEP River reservoir area. The gate closing and water storage scheme is studied to determine the reasonable gate closing scheme and time, so that the reservoir impoundment risk is controlled within a reasonable range and the power station will be put into operation on schedule.
作者
张军锋
王丹妮
栾旭
苏永江
ZHANG Junfeng;WANG Danni;LUAN Xu;SU Yongjiang(PowerChina Northwest Engineering Corporation Limited, Xi'an 710065,China;Jilin Songjiang River Hydropower Co., Ltd, 134500,China)
出处
《西北水电》
2019年第4期56-60,共5页
Northwest Hydropower
关键词
达岱河水电站
导流洞
下闸蓄水方案
Tatay Hydropower Station
diversion tunnel
gate closing and water storage scheme