Neural network approach for failure rate prediction

被引:83
作者
Kutylowska, Malgorzata [1 ]
机构
[1] Wroclaw Univ Technol, Fac Environm Engn, PL-50370 Wroclaw, Poland
关键词
Artificial neural network; Failure rate; Prediction; Water-pipe network; WATER DISTRIBUTION NETWORKS; SUPPLY SYSTEM; PIPE; ULTRAFILTRATION; RELIABILITY; RISK; FLUX;
D O I
10.1016/j.engfailanal.2014.10.007
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The aim of this paper was to present the possibility of artificial neural networks application to the failure rate modeling. Operating data from one Polish water utility were used to forecast output value of failure frequency. The prediction results indicate that artificial networks may be used to model the damages frequency in the water supply systems. It was found that the artificial neural network (multilayer perceptron) trained by quasi-Newton approach gave acceptable, from engineering point of view, convergence. The network was learnt using 173 and 147 data (house connections and distribution pipes, respectively). 50% of all data was chosen for training, 25% for testing and 25% for validation. In prognosis phase, the best created network used 100% of 133 and 114 values for testing. The correlation between experimental and predicted data (relating to house connections and distribution pipes, respectively) was characterized by indicator R-2 = 0.9510 and R-2 = 0.9268 (learning phase). Worse results were obtained in prognosis phase. In this step of modeling once created network predicted failure rate using not known input signals. The coefficient R-2 was equal to 0.4142 for house connections. For the distribution pipes the significant relation between experimental and modeled data was not found. The created model could be used by water utility in the future to establish the level of failure frequency and to plan the renovation of the most deteriorated pipes. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:41 / 48
页数:8
相关论文
共 33 条
[1]  
[Anonymous], 2013, OPERATIONAL DATA GIV
[2]  
Bodnar D, 2002, ATMOS ENVIRON, V36, P561
[3]   Reduction and control of flux decline in cross-flow membrane processes modeled by artificial neural networks and hybrid systems [J].
Curcio, Stefano ;
Calabro, Vincenza ;
Iorio, Gabriele .
DESALINATION, 2009, 236 (1-3) :234-243
[4]   Comparative analysis of different probability distributions of random parameters in the assessment of water distribution system reliability [J].
Darvini, Giovanna .
JOURNAL OF HYDROINFORMATICS, 2014, 16 (02) :272-287
[5]  
Dinu PA, 2010, J CONSTR ENG MANAGE, V136, P745
[6]   Using evolutionary optimization techniques for scheduling water pipe renewal considering a short planning horizon [J].
Dridi, Leila ;
Parizeau, Marc ;
Mailhot, Alain ;
Villeneuve, Jean-Pierre .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2008, 23 (08) :625-635
[7]  
Gill P. E., 1981, Practical optimization
[8]   Predicting the Timing of Water Main Failure Using Artificial Neural Networks [J].
Harvey, Richard ;
McBean, Edward A. ;
Gharabaghi, Bahram .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2014, 140 (04) :425-434
[9]  
Hotlos H., 2007, QUANTITATIVE ASSESSM
[10]   Fault detection in water supply systems using hybrid (theory and data-driven) modelling [J].
Izquierdo, J. ;
Lopez, P. A. ;
Martinez, F. J. ;
Perez, R. .
MATHEMATICAL AND COMPUTER MODELLING, 2007, 46 (3-4) :341-350