期刊文献+

基于不确定性度量的给水管网用户的用水模式分析 被引量:9

Analysis of Water Consumption Patterns of Users of Water Distribution Network Based on Uncertainty Measurement
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摘要 基于提高管网模型及其应用的精度要求,有必要对用水模式的不确定性进行分析和度量。从实践经验和理论计算相结合的角度提出给水管网用户用水模式分析的流程和方法,即数据采集方案设计、采集数据标准化处理、用水模式系数概率密度分布拟合、参数最大似然估计、用户用水模式不确定性度量和表达。在用户用水模式分析流程中,在预算约束下减小采样不确定性,自动去除采集数据中的奇异数据,并对所采集数据的不确定性特征做出度量,取得了满意结果。 In order to increase the precision of the model for water distribution network and its application, analysis and measurement of uncertainty of water consumption patterns are necessary. Based on practical experience and theoretical computation, procedures and methods of the analysis of water consumption patterns are proposed, such as design of data acquisition schemes, standardized processing of acquired data, coefficient probability density distribution fitting, maximum likelihood estimation of pa- rameters, uncertainty measurement and expression of water consumption patterns, in the analysis of water consumption patterns, the sample uncertainty is reduced under budget constraints, the singular data are deleted from the acquired data automatically, and the data uncertainty is measured, thus the satisfied results are achieved.
出处 《中国给水排水》 CAS CSCD 北大核心 2011年第7期59-62,共4页 China Water & Wastewater
基金 国家水体污染控制与治理科技重大专项(2008ZX07421-006)
关键词 用水模式 不确定性度量 概率密度分布拟合 最大似然估计 假设检验 water consumption pattern uncertainty measurement probability density distribution fitting maximum likelihood estimation hypothesis test
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  • 1韩德宏.配水管网状态估计的几种方法[J].中国给水排水,1993,9(1):31-33. 被引量:6
  • 2魏炜,贾海峰,苏保林.水力平差模型在供水规划中的应用[J].北京水务,2006(3):31-34. 被引量:9
  • 3周玉文,何敏,方琦.基于GIS的给水管网动态水力计算模型的建立与应用[J].给水排水,2006,32(8):96-100. 被引量:7
  • 4THOMAS M W, DONALD V C, DRAGAN A S, et al. Advanced water distribution modeling and management[M]. Waterbury, CT USA: Haestad Press, 2003: 134-162.
  • 5DAVIDSON J W, BOUCHART F J C. Adjusting nodal demands in SCADA constrained real-time water distribution network models[J]. Journal of Hydraulic Engineering, 2006, 132(1): 102-110.
  • 6Lewis A Rossman. EPANET2 Users Manual[ M ]. USA: Environmental Protection Agency ,2000.
  • 7卢纹岱.SPSS FOR WINDOWS统计分析[M].北京:电子工业出版社,2004..
  • 8同济大学数拳教研室.高等数学.第4版.北京:高等教育出版社,1996.294
  • 9Babayan A V, Savic D A, Waiters G A. Multiobjective optimization of water distribution systems under uncertain demand and pipe roughnesses, in the proceedings of: IFAC Workshop on Modeling and Control for Participatory Planning and Managing Water Systems, September, Venice, 2004
  • 10Maybeck P S. Stochastic models estimation and control. NY: Academic Press, 1979

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  • 1雷景峰,赖伟祥.城市供水管网系统用水模式现场测试与分析[J].水工业市场,2009(Z1):38-41. 被引量:3
  • 2刘兴坡,周玉文,甘一萍.污水管网模拟模型节点平均流量的估算方法[J].给水排水,2004,30(10):102-106. 被引量:5
  • 3周书葵,许仕荣.城市供水管网水压监测点优化布置的研究[J].南华大学学报(自然科学版),2005,19(1):59-63. 被引量:18
  • 4赵志领,赵洪宾,何文杰,阴沛军,韩宏大,吴晨光.城市给水管网水质安全保障研究[J].哈尔滨商业大学学报(自然科学版),2006,22(6):102-105. 被引量:8
  • 5何芳,王煜明,马力辉.城市供水需水量预测方法研究与应用[A].供水管网现代理论与工程技术论文集[c].北京:中国建筑工业出版社,2007.
  • 6Ormsbee, L E. and K. E. Lansey (1994) . "Optimal--Control of Water-Supply Pumping Systems." Journal of Water Resources Planning and Management-Asce 120 (2) : 237-252.
  • 7Buchberger,S. G. and Wells, G. J.L ( 1996).Intensity,duration and frequencyof residential water demands,J. Water Res. PI., 122 (1), 11 19.
  • 8Blokker, E.J.M. and J. H. G.Vreeburg (2005) .Monte Carlo simulation of residential water demand: A stochastic end-use model, Anchorage, AK, United states, American Society of Civil Engineers.
  • 9http: //www.mathwave.com/easyfit-distribution-fitting.html.
  • 10http: //en.wikipedia.org/wiki/Robust_optimization.

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