首页 | 本学科首页   官方微博 | 高级检索  
     

基于EPANET的桐梓隧道反坡排水设计和分析
引用本文:彭琛,刘远明. 基于EPANET的桐梓隧道反坡排水设计和分析[J]. 科学技术与工程, 2021, 21(11): 4634-4640. DOI: 10.3969/j.issn.1671-1815.2021.11.048
作者姓名:彭琛  刘远明
作者单位:贵州大学土木工程学院,贵阳550025
基金项目:贵州省自然科学基金(黔科合基础[2019]1057号);贵州省重大科技专项(黔科合重大专项字[2018]3011);贵阳城市轨道交通区间隧道下穿既有铁路关键技术研究。
摘    要:为提高桐梓隧道反坡排水系统管道水力计算精度,确定排水管道流速和节点水压力分布及水头损失,模拟不同类型水泵组合和排水方式,基于EPANET建立桐梓隧道反坡排水模型,通过控制管道流速和末端水压力,实现对整个排水系统的设备选型和动态模拟.结果表明:与常规计算方法相比,EPANET隧道反坡排水模型在水力计算时考虑了实际高程及局...

关 键 词:EPANET  隧道  反坡排水  水泵选型  水力计算
收稿时间:2020-07-14
修稿时间:2021-01-22

Design and analysis of TongZi tunnel reverse slope drainage based on EPANET
Peng Chen,Liu Yuanming. Design and analysis of TongZi tunnel reverse slope drainage based on EPANET[J]. Science Technology and Engineering, 2021, 21(11): 4634-4640. DOI: 10.3969/j.issn.1671-1815.2021.11.048
Authors:Peng Chen  Liu Yuanming
Affiliation:School of civil engineering, Guizhou University
Abstract:In order to improve the accuracy of hydraulic calculation of Tongzi tunnel reverse slope drainage system pipeline, The velocity of pipeline and the distribution of water pressure and head loss are determined, Simulate different types of pump combination and drainage mode, Establishment of reverse slope drainage model of Tongzi tunnel based on EPANET, Control pipe flow rate and end water pressure, Realize the equipment selection and dynamic simulation of the whole drainage system. Compared with the conventional calculation method, The actual elevation and local head loss are considered in the hydraulic calculation of tunnel reverse slope drainage based on EPANET, The calculation accuracy of total head loss is increased by more than 50%, The design flow rate is consistent with the actual flow rate. It can be seen that EPANET can simulate pumping analysis of different pump combinations, It can provide reference for the selection of drainage equipment and hydraulic calculation of tunnel reverse slope.
Keywords:epanet  tunnel  reverse slope drainage  pump selection  hydraulic calculation
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《科学技术与工程》浏览原始摘要信息
点击此处可从《科学技术与工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号