摘要
针对澜沧江黄登水电站弃渣场高边坡排水泄槽原设计方案存在的问题,从水力学角度对泄槽体型进行优化设计,使其满足安全运行的需要。根据泄槽运行现状,为改善水流流态,保证排水洞出口边坡和泄槽运行安全,对泄槽段水力学特性进行分析和结构体型进行改造设计。
This paper is targeted at the problem of slag field drainage discharge in the original design scheme on Huangdeng Hydropower Station .It meets the needs of safe operation ,optimizes the discharge chute type design from the angle of hydraulics .According to the running status in the discharge and for the sake of improving flow regime and the safe operation of side slopes at drainage holes as well as the discharge chutes ,hydraulic characteristics are analyzed and structural shape modification is conducted for discharge chute .
出处
《中国农村水利水电》
北大核心
2014年第11期117-120,126,共5页
China Rural Water and Hydropower
关键词
黄登水电站
泄槽
体型优化
水力计算
Huangdeng Hydropower Station
discharge chute
configuration modification
hydraulic calculation
