摘要
郑州市港区一水厂输水管线首次向市区回供通水,面临输水管线水锤防护及回供水对市区管网产生水力冲击影响的问题。采用Hammer及Bentley Water GEMS软件构建了水锤模型和管网水力模型,对不同输水工况的管道水力瞬变流以及对市政管网的影响区域进行了模拟计算分析。通过优选通水方案并有效指导首次回供通水方案,以保证管网安全运行。
According to the issues such as control of hammer, hydraulic influence of reversed water supply to urban network in Gangqu waterworks, which was first reversed in Zhengzhou City. Hammer model and network hydraulic model were constructed in order to calculate and to analyze the transient flow, area of influence in different water conditions and water supply program optimization, to ensure the safe operation of water network.
作者
巫京京
李政帅
祝丹丹
刘春霞
王琰
沈磊
许登阁
Jingjing Zhengshuai Dandan Liu Chunxia Wang Yan Shen Lei Xu Dengge(Zhenzzhou Water Supplv Investment Holdinzs Co.. Ltd.. Zhenzzhou 450007. Chin)
出处
《供水技术》
2017年第3期36-39,共4页
Water Technology
基金
国家水体污染控制与治理科技重大专项(2012ZX07404-004)
关键词
南水北调
水锤模型
管网水力模型
首次回供
管网安全
South-to-North Water Diversion Project
hammer model network hydraulic model
first reversed
safety of water network