摘要
在雨水泵站新建和改造工程设计过程中,需要计算安装潜水轴流泵的井筒底座所受的水流冲击力,为结构专业提供设计荷载。相关技术人员通常根据厂家水泵样本中提供的数据进行土建结构设计,但水泵样本中的数据是在特定实验条件下得到的,不具备通用性。为此,通过工程实例,根据700QZ-70G型潜水轴流泵配套的DN1100钢制井筒具体安装形式和使用条件进行受力分析,应用恒定总流的伯努利方程和动量方程较精确地计算出了潜水轴流泵井筒底座所受的水流冲击力,可为经济合理地设计泵站结构提供参考。
In the design phase of new construction and renovation of rainwater pumping stations,it is essential to assess the water flow stress on the shaft base equipped with submersible axial flow pumps to calculate the design load for structural profession.Typically,the relevant engineers design the civil structure based on the data provided in the manufacturer’s pump sample;however,it is important to note that this data is derived from specific experimental conditions and lacks generalizability.Consequently,the stress was analyzed through engineering case studied and in accordance with the installation configuration and operational conditions of the DN1100 steel shaft supporting the 700QZ-70G submersible axial flow pump,and the water flow stress exerted on the shaft base of the submersible axial flow pump was accurately calculated utilizing both Bernoulli’s equation and the momentum equation under constant total flow conditions,thereby providing valuable insights for the economical and rational design of pumping station structures.
作者
孙怡强
李国然
SUN Yi-qiang;LI Guo-ran(Xinxiang Municipal Design&Research Institute Co.Ltd.,Xinxiang 453000,China;Xinxiang Municipal Engineering Department Co.Ltd.,Xinxiang 453000,China)
出处
《中国给水排水》
CAS
CSCD
北大核心
2024年第20期68-72,共5页
China Water & Wastewater
关键词
雨水泵站
潜水轴流泵
井筒式安装
水流冲击力
伯努利方程
恒定总流的动量方程
rainwater pumping station
submersible axial flow pump
wellbore installation
water flow stress
Bernoulli’s equation
momentum equation of constant total flow