城市雨水调蓄泵站InfoWorks模拟研究及方案设计  

InfoWorks Simulation and Plan Design of Urban Rainwater Storage Pumping Station

作　　者：王社平[1] 尹博涵 王继斌[1] 郑琴[1] 高荣宁[1] 井敏莉[1] 屈东洋 WANG She-ping;YIN Bo-han;WANG Ji-bin;ZHENG Qin;GAO Rong-ning;JING Min-li;QU Dong-yang(Xi'an Municipal Engineering Design&Research Institute Co.Ltd.,Xi'an 710068,China)

机构地区：[1]西安市政设计研究院有限公司

出　　处：《中国给水排水》2019年第20期47-52,共6页China Water & Wastewater

摘　　要：对西安市某雨水调蓄泵站采用推理公式法计算和数学模型法模拟,设计了多种调蓄提升方案,通过InfoWorks软件模拟进行方案对比,确定了设计规模及优化方案,最终确定设计方案为1. 1×10^4m^3初雨调蓄+1. 8×10^4m^3离线洪峰调蓄+21. 0 m^3/s水泵提升;初雨调蓄和洪峰调蓄采用了地下式双层调蓄池,可供同类型工程参考。The reasoning formula calculation and mathematical model simulation were used to design an urban rainwater storage pumping station. A variety of design plans were proposed for rainwater storage and lifting. The optimal design plan of the pumping station was determined as follows: the initial rainwater storage capacity was 1. 1 × 10^4 m^3,storm storage capacity was 1. 8 × 10^4 m^3,and pump lifting scale was 21. 0 m^3/s. Double layer underground storage tank was used for initial rainwater storage and storm storage. The achievement could be used as a reference for other similar projects.

关 键 词：初期雨水 数学模型 泵站 InfoWorks模拟 

分 类 号：TU992[建筑科学—市政工程]