首页 | 本学科首页   官方微博 | 高级检索  
     

长输管道探堵水力瞬变理论与模拟计算
引用本文:邱正阳,邓松圣,蒋仕章,焦光伟. 长输管道探堵水力瞬变理论与模拟计算[J]. 重庆科技学院学报(自然科学版), 2005, 7(4): 13-14
作者姓名:邱正阳  邓松圣  蒋仕章  焦光伟
作者单位:重庆科技学院,重庆,400042;解放军后勤工程学院,重庆,400016
基金项目:同济大学校科研和教改项目
摘    要:根据埋地管线水力瞬变探堵的基本原理,建立了埋地管道堵塞检测过程中的非稳态管流数学模型,同时对不同堵塞长度、不同管径等情形进行模拟计算和分析,得到全线压力和流量的变化.通过计算得知,沿着管线在适当地点布置少量的传感器,便可以快速预测堵塞位置.

关 键 词:管道堵塞  检测  水力瞬变  模拟计算
文章编号:1673-1980(2005)04-0013-02
收稿时间:2005-07-12
修稿时间:2005-07-12

The Theory of Jam Detection on Hydraulic Transient and Its Analogue Computation
QIU Zheng-yang,DENG Song-sheng,JIANG Shi-zhang,JIAO Guang-wei. The Theory of Jam Detection on Hydraulic Transient and Its Analogue Computation[J]. Journal of Chongqing University of Science and Technology:Natural Science Edition, 2005, 7(4): 13-14
Authors:QIU Zheng-yang  DENG Song-sheng  JIANG Shi-zhang  JIAO Guang-wei
Affiliation:1. Chongqing University of Science and Technology, Chongqing 400042 ; 2. Chongqing University of Logical Engineering of PLA, Chongqing 400016
Abstract:In this paper the theoretical basis of using hydraulic transient to detect the underground-tunnel's blockage is explored,and a mathematic model on the unstable runoff during the process of the check of the underground-tunnel's blockage is constructed.This model can also conduct analogue computation and analysis on different blockage length and tunnels of different types simultaneously and get the data of the changes of the pressure and the runoff of the whole tunnel.The computation results show that a few sensors set at the proper places along the underground-tunnel can locate the position of blockage promptly.
Keywords:pipeline jam   detection   hydraulic transient   analogue computation
本文献已被 CNKI 维普 万方数据 等数据库收录!
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