水压不足时给水管网水力分析方法研究
摘要
本文考虑节点压力与流量的动态变化关系,提出了流量压力相关性的水力分析方法,并通过案例的研究,表明流量压力相关性的水力分析方法能有效的用于水压不足时管网的水力分析。
出处
《城镇供水》
2013年第5期27-31,共5页
CITY AND TOWN WATER SUPPLY
参考文献3
-
1Wu,Z.Y,Walski,T,Wang,R.H. Boulder.Extended Global Gradient Algorithm for Pressure Dependent Demand Analysis of Water Distribution Systems[J].ASCE Journal of Water Resources Planning and Management,2009,(01):13-22.
-
2周毅,陈永祥,李曦.压力决定的给水管网需水量计算方法[J].武汉大学学报(工学版),2011,44(1):79-82. 被引量:4
-
3Todini,E,pilati,S. A gradient algorithm for the analysis of pipe network[A].Wiley,London,1988.1-20.
二级参考文献19
-
1Rossman L A. EPANET 2 Users Manual[M]. National Risk Management Research Laboratory, Environmental Protection Agency, Cincinnati,2000 : 1-200.
-
2Fujiwara O, Li J. Reliability analysis of water distribution networks in consideration of equity, redistribution, and pressure-dependent demand [J].Water Resources Research, 1998,34(7) :1843 -1850.
-
3Tucciarelli T, Criminisi A, Termini D. Leak analysis in pipeline systems by means of optimal valve regulation [J]. Journal of Hydraulic Engineering, 1999,125 (3) :277-285.
-
4WuZ Y, Wang R H, Walki T M, et al. , Efficient pressure dependent demand model for large water distribution system analysis [C]// 8th Annual International Symposium on Water Distribution System Analysis. American Society of Civil Engineers; Cincinnati. Ohin. 2006,1-15.
-
5Todini E, Pilati S. Gradient algorithm for the analysis of pipe networks [C]// Computer Applications in Water Supply. London: John Wiley & Sons, 1988:1-20.
-
6Ozger S S, Mays L W, A semi-pressure-driven approach to reliability assessment of water distribution networks[C]//Proceedings of the Thirtieth Congress, International Association of Hydraulic Research, Thessaloniki, Greece. 2003..345-352.
-
7Ang W K, Jowitt P W. Solution for water distribution systems under pressure-deficient conditions[J]. Journal of Water Resources Planning and Management, 2006,132(3) : 175-182.
-
8Wu Z Y. Discussion of "Solution for Water Distribution Systems under Pressure-Deficient Conditions'by Wah Khim Ang and Paul W Jowitt[J]. Journal of Water Resources Planning and Management, 2007, 133 (6) :567- 568.
-
9Rossman L A. Discussion of "Solution for Water Distribution Systems under Pressure-Deficient Conditions" by Wah Khim Ang and Paul W Jowitt [J]. Journal of Water Resources Planning and Management, 2007,133 (6) :566-567.
-
10Cheung P B, Van Zyl J E, Reis L F R. Extension of EPANET for pressure driven demand modeling in water distribution system[C]//Computing and Control in the Water Industry (CCWI), Exeter, UK. 2005:5 7.
共引文献3
-
1侯本伟,杜修力.地震破坏管线漏损分析模型对比研究[J].地震工程与工程振动,2013,33(5):67-75. 被引量:5
-
2侯本伟,杜修力.地震破坏供水管网低压水力分析[J].土木建筑与环境工程,2013,35(5):36-43. 被引量:4
-
3Li Jichao,Shang Qingxue,Hou Guanjie,Li Quanwang,Wang Tao.Functionality analysis of an urban water supply network after strong earthquakes[J].Earthquake Engineering and Engineering Vibration,2021,20(2):291-302. 被引量:1
-
1徐光芒.试析自动喷淋系统流量压力配置的要点[J].黑龙江科技信息,2013(11):153-153. 被引量:1
-
2王静争.解决城镇供水水压不足的探讨[J].给水排水,1993,19(3):36-39.
-
3邵敏慧.小区给排水工程中质量问题的预防和处理[J].科技资讯,2009,7(17):77-77. 被引量:2
-
4吴超.试析城市供水管网规划工作的重点[J].华东科技(学术版),2015,0(4):83-83.
-
5张杰.常见的建筑给排水质量通病与防治[J].山西建筑,2015,41(26):136-137. 被引量:3
-
6钟梅.居住区供水方式合理性的确定[J].水利天地,2010,25(6):21-22. 被引量:1
-
7许经灿.解决城市局部水压不足的几种建议[J].黎明职业大学学报,2005(3):36-38.
-
8刘康怀,曹长春,陆燕勤.城市小区供水水压不足的若干问题[J].中国给水排水,2000,16(12):25-26. 被引量:5
-
9王鹏飞.关于提高城市消防建设管理的若干思考[J].建筑设计管理,2011,28(4):54-56. 被引量:1
-
10刘左正.自动喷淋系统设置流量压力检测装置的几点思考[J].浙江建筑,2011,28(5):81-82. 被引量:1