摘要
和政县滨河东区文旅综合体配套市政污水管需跨越广通河,无法按原定高程通过。为满足近远期结合的需求,该项目采用了泵站和倒虹吸管两种措施实现管道跨河。阐述了两种措施在该项目中的可行性,并针对设计参数进行了水力计算,确保设计参数的合理性,并根据计算结果提出了优化措施。
The sewage pipe supporting the cultural tourism complex in East Binhe district of Hezheng county needs to cross the Guangtong river and cannot pass at the original elevation.In order to meet the needs in the near and long term,the sewage pipe crosses the river in two ways in the project:pump station and inverted siphon.This paper expounds the feasibility of the two measures and conducts hydraulic calculation for the design parameters to ensure the rationality of the design parameters,and proposes optimization measures according to the calculation results.
作者
高京伟
安丽丽
李莎
陆莉
GAO Jingwei;AN Lili;LI Sha;LU Li(China Architecture Northwest Design and Research Institute Co.,Ltd.,Xi’an 710018,China)
出处
《给水排水》
CSCD
北大核心
2022年第S02期25-28,共4页
Water & Wastewater Engineering
关键词
倒虹吸
泵站
水力计算
运营管理
Inverted siphon
Pump station
Hydraulic calculation
Operation and management
作者简介
通信作者:高京伟,男,1985年出生,陕西武功人,高级工程师。主要研究方向市政给排水、农村污水处理、综合管廊、建筑与工业给排水等。通信处:710018西安市经开区文景路98号中国建筑西北设计研究院,E-mail:403839511@qq.com
