摘要
根据新疆北部某引水渠道工程改造的实际情况,结合渠道跌水工程段地质条件,提出了跌水工程改造方案,并对该方案进行了水力学计算及结构稳定分析,结果:均满足设计规范要求,方案实施后,虽出现一些小问题,处理后运行正常。
According to the actual conditions of a diversion canal modification project located in the North of Xinjiang,combined with the engineering geological conditions of the hydraulic drop section,the modification scheme was designed.Hydraulic calculation and structural stability analysis were conducted in conformity with the specifications of design code.The project had some small problems after modification,but restored in order after treatment.
作者
陈海涛
CHEN Hai-tao(Xinjiang Corps Survey and Design Institute (Group) Co., Ltd., Shihezi 832000, China)
出处
《广西水利水电》
2018年第6期104-106,共3页
Guangxi Water Resources & Hydropower Engineering
关键词
引水渠道
跌水
消力池
改造
Diversion canal
hydraulic drop
stilling basin
modification