Demand Estimation with Automated Meter Reading in a Distribution Network

被引:28
作者
Aksela, K. [1 ]
Aksela, M. [2 ]
机构
[1] Aalto Univ, Dept Civil & Environm Engn, Sch Sci & Technol, FI-00076 Espoo, Finland
[2] Xtract Oy, FI-02600 Espoo, Finland
来源
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE | 2011年 / 137卷 / 05期
关键词
Automated meter reading; Demand estimation; Mixture of Gaussians; Residence; Water distribution network; RESIDENTIAL WATER DEMANDS; ARTIFICIAL NEURAL-NETWORKS; MODEL;
D O I
10.1061/(ASCE)WR.1943-5452.0000131
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Accurate estimation and prediction of the demand patterns of the customers of a water works would enable more accurate network hydraulic management. In this study, a probabilistic model to generate residential demand patterns for single-family and semidetached houses is formed. To form these pattern models, an automated meter reading technique has been utilized to gather the necessary information from a sample of residences, which are used to model the demand behavior in a way that is applicable to a much wider range of residences. A linear regression model was constructed to predict the measured average weekly consumption from the calculated average weekly consumption. The residences were clustered by their weekly water demand into four distinct classes using the k-means algorithm. For the final result, probability models developed on the basis of mixtures of Gaussians for each class, in conjunction with the prediction model of the weekly water consumption, were utilized so that estimates for the demand pattern are obtained by sampling the probability distributions for individual single-family and semidetached houses. DOI: 10.1061/(ASCE)WR.1943-5452.0000131. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:456 / 467
页数:12
相关论文
共 23 条
[11]  
BUCHBERGER SG, 2007, WORLD ENV WAT RES C
[12]   MAXIMUM LIKELIHOOD FROM INCOMPLETE DATA VIA EM ALGORITHM [J].
DEMPSTER, AP ;
LAIRD, NM ;
RUBIN, DB .
JOURNAL OF THE ROYAL STATISTICAL SOCIETY SERIES B-METHODOLOGICAL, 1977, 39 (01) :1-38
[13]   Stochastic, model to evaluate residential water demands [J].
García, VJ ;
García-Bartual, R ;
Cabrera, E ;
Arregui, F ;
García-Serra, J .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2004, 130 (05) :386-394
[14]  
Guercio R., 2001, Instantaneous residential water demand as stochastic point process
[15]   Interannual variability of water demand and summer climate in Albuquerque, New Mexico [J].
Gutzler, DS ;
Nims, JS .
JOURNAL OF APPLIED METEOROLOGY, 2005, 44 (12) :1777-1787
[16]  
Hartigan J.A, 1975, CLUSTERING ALGORITHM
[17]  
Jain A, 2002, J AM WATER WORKS ASS, V94, P64
[18]   Short-term water demand forecast modelling at IIT Kanpur using artificial neural networks [J].
Jain, A ;
Varshney, AK ;
Joshi, UC .
WATER RESOURCES MANAGEMENT, 2001, 15 (05) :299-321
[19]  
Macqueen J., 1967, 5 BERK S MATH STAT P, P281, DOI DOI 10.1007/S11665-016-2173-6
[20]  
OHAVER, 2009, PEAK FINDING MEASURE