2025年4月3日 周四
首页本刊简介投稿须知编委会成员论文撰写模板论文格式要求过刊全文链接审稿单联系我们English
首页 > 过刊浏览>2019年第47卷第09期 >1286-1293. DOI:10.11908/j.issn.0253-374x.2019.09.008
PDF HTML阅读 XML下载 导出引用 引用提醒
基于事故率的城市供水管网全寿命运行可靠性
CSTR:
[cstr]
作者:
中图分类号:

TU991.3

基金项目:

国家重点研发计划(2016YFC0802400)


Accident Rate-Based Lifecycle Operational Reliability of Urban Water DistributionNetworks
Author:
  • 摘要
    • | |
  • 访问统计
    • |
  • 参考文献 [21]
    • |
  • 相似文献 [20]
    • | | |
  • 文章评论
    摘要:

    利用不同管材的事故率模型、不同事故的模拟模型和基于Langelier的管道粗糙度时变模型建立了城市供水管网全寿命运行可靠性分析方法.通过敏感性分析，建议了模型中关键参数的取值.对某市供水管网进行了50年的运行可靠性模拟，根据分析结果指出了薄弱区域，并给出了管网改造措施.

    Abstract:

    An accident rate-based lifecycle operational reliability analysis approach of urban water distribution networks was proposed using the accident rate models for different pipe materials, the simulation models for different accidents, and the Langelier-based pipeline roughness model. The values of some key parameters were suggested by sensitivity analysis. Then, the operational reliability analysis of a case network was performed, by which the weak areas were determined and the network improvement measures were introduced.

    参考文献
    [1] 李杰. 生命线工程抗震-基础理论与应用[M]. 北京: 科学出版社, 2005.LI Jie. Lifeline earthquake engineering-basic methods and applications[M]. Beijing: Science Press, 2005.
    [2] 国家统计局. 2017中国统计年鉴[M]. 北京: 中国统计出版社, 2017.National Bureau of Statistics. 2017 China statistical yearbook[M]. Beijing: China Statistics Press, 2017.
    [3] 刘书明, 王欢欢, 徐锦华, 等. 基于智能优化算法的供水管网漏水点定位[J]. 同济大学学报(自然科学版), 2014,42(5): 740-744. DOI: 10.3969/j.issn.0253 374x.2014.05.013.LIU Shuming, WANG Huanhuan, XU Jinhua, et al. Identification of leakage location based on modern optimization algorithms[J]. Journal of Tongji University (natural science), 2014,42(5):740-744. DOI: 10.3969/j.issn.0253 374x.2014.05.013.
    [4] 中国城镇供水排水协会. 2003年城市供水统计年鉴[M]. 北京: 中国城镇供水排水协会, 2004.China Urban Water Association. 2003 Urban statistics yearbook[M]. Beijing: China Urban Water Association, 2004.
    [5] ZIO E. Reliability engineering: old problems and new challenges[J]. Reliability Engineering and System Safety,2009,94(2):125-141.DOI:10.1016/j.ress.2008.06.002.
    [6] 王华伟, 高军. 复杂系统可靠性分析与评估[M]. 北京: 科学出版社, 2013.WANG Huawei, GAO Jun. Reliability analysis and evaluation of complex systems[M]. Beijing: Science Press, 2013.
    [7] 庄宝玉. 城市输配水管网可靠性研究[D]. 天津: 天津大学, 2011.ZHUANG Baoyu. Research on reliability of urban water distribution systems[D]. Tianjin: Tianjin University, 2011.
    [8] SHUANG Qing, ZHANG Mingyuan, YUAN Yongbo. Node vulnerability of water distribution networks under cascading failures[J]. Reliability Engineering and System Safety, 2014,124,132-141. DOI: 10.1016/j.ress.2013.12.002.
    [9] 孙元章, 程林, 何剑. 电力系统运行可靠性理论 [M]. 北京: 清华大学出版社, 2012.SUN Yuanzhang, CHENG Lin, HE Jian. Operational reliability theory of power systems[M]. Beijing: Tsinghua University Press, 2012.
    [10] SHAMIR U, HOWARD C D D. An analytic approach to scheduling pipe replacement[J]. Journal American Water Works Association, 1979,71(5):248-258.
    [11] WALSKI T M, PELLICCIA A. Economic analysis of water main breaks[J]. Journal American Water Works Association, 1982,74(3):140-147.
    [12] KETTLER A J, GOULTER I C. An analysis of pipe breakage in urban water distribution networks[J]. Canadian Journal of Civil Engineering, 1985,13(1):286-293.
    [13] 中华人民共和国住房和城乡建设部. 城镇给水排水技术规范: GB 50788-2012[S]. 北京:中国建筑工业出版社, 2012.Ministry of Housing and Urban-Rural Development of People''s Republic of China. Technical code for water supply and sewage of urban: GB 50788-2012[S]. Beijing: China Architecture and Building Press, 2012.
    [14] 贾辉. 城市供水管网渗漏水力特性研究[D]. 天津: 天津大学, 2008.JIA Hui. Study on leakage hydraulic characteristics of municipal water supply network[D]. Tianjin: Tianjin University, 2008.
    [15] LIU W, XU L, LI J. Seismic design of water distribution networks using auto-generation techniques[J]. Structure and Infrastructure Engineering, 2016,13(7):831-843. DOI: 10.1080/15732479.2016.1212900.
    [16] LIU W, ZHAO Y G and LI J. Seismic functional reliability analysis of water distribution networks [J]. Structure and Infrastructure Engineering, 2014,11(3):363-375.DOI:10.1080/15732479.2014.887121.
    [17] 邓海英, 赵洪宾,解斌. 供水管网事故时阀门关闭方案的确定[J]. 中国给水排水, 2000,16(6):41-44.DENG Haiying, ZHAO Hongbin, XIE Bin. Determination of valve closing scheme in the event of water supply network accident[J]. China Water and Wastewater, 2000,16(6):41-44.
    [18] 郑成志. 城市供水管道完整性分析评价[D]. 哈尔滨:哈尔滨工业大学, 2010.ZHENG Chengzhi. Analysis and assessment of urban water supply pipeline integrity[D]. Harbin: Harbin Institute of Technology, 2010.
    [19] SHARP W W, WALSKI T M. Predicting internal roughness in water mains[J]. Journal of American Water Works Association, 1988,80(11):34-40.
    [20] WANG X, LAMBERT M F, SIMPSON A R, et al. Leak detection in pipelines using the damping of fluid transients[J]. Journal of Hydraulic Engineering, 2002,128(7):697-711.DOI:10.1061/(ASCE)0733-9429(2002)128:7(697).
    [21] 陈玲俐,李杰. 供水管线震害量化参数—渗漏面积的估算方法[J]. 自然灾害学报, 2003,12(1),69-72. DOI :10.13577/j .jnd.2003.0111.CHEN Lingli, LI Jie. Leakage area calculation method—the quantitative description of seismic damage to buried pipeline[J]. Journal of Natural Disaster,2003,12(1),69-72.DOI :10.13577/j .jnd.2003.0111.
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

刘威,宋朝阳.基于事故率的城市供水管网全寿命运行可靠性[J].同济大学学报(自然科学版),2019,47(09):1286~1293

复制
分享
文章指标
  • 点击次数:819
  • 下载次数: 763
  • HTML阅读次数: 1146
  • 引用次数: 0
历史
  • 收稿日期:2018-09-13
  • 最后修改日期:2019-07-29
  • 录用日期:2019-04-15
  • 在线发布日期: 2019-09-29
文章二维码

您是本站第 10433378 访问者

版权所有：《同济大学学报（自然科学版）》     主管单位：教育部    主办单位：同济大学

地址：上海市四平路1239号同济大学内    邮编：200092    电话：021-65982344     E-mail：zrxb@tongji.edu.cn

本系统由北京勤云科技发展有限公司设计