摘要
根据武汉市不同片区雨量观测站实测雨量值,分析汉口片区雨水管渠设计暴雨强度公式的适用范围,城市防内涝设计暴雨量及其过程线的选择方法。通过分析雨水管渠设计标准与城市内涝防治设计标准的关系、城市排涝泵站设计流量与雨水管渠设计流量的关系、以及与农业排涝泵站设计流量计算方法的区别,提出城市排涝泵站设计流量计算方法。
Using rainfall data collected from rain stations in various locations around Wuhan City, the application extent of rainfall intensity equation used in storm sewer design in Hankou is analyzed and select storm rainfall designed by urban waterlogging prevention and its progress graph are determined. The relationship between drainage pipe design standard and urban waterlogging prevention design standard are analyzed. The connection between flow designed for drainage pipe and flow designed by urban drainage pumping station are studied. The different methods of compute flow designed by urban drainage pumping station and flow designed by agricultural drainage pumping station are identified. At last, the computational method of designed flow for drainage pumping station in urban is proposed.
出处
《中国防汛抗旱》
2017年第3期85-90,共6页
China Flood & Drought Management
关键词
设计暴雨强度
设计暴雨量
城市排涝泵站
设计流量
计算方法
design storm intensity
design storm flow
urban drainage pumping station
designed flow
computational method