Using and Development of Regression Models for Predicting Pipes Failure Rate in Water Distribution Networks

Document Type : Original Article

Authors

1 Water and Wastewater Dept., Civil Engineering water and Environment Faculty, University of Sh. Beheshti

2 Msc. Graduated,‍Civil, Water and Environment Faculty - Shahid Beheshti University

Abstract

Pipes failure events in the water distribution networks provide leakage of water. Failures cause the loss of significant fresh water and investments losses. The most important parameters are: material, age, length, diameter and hydraulic pressure. In this paper four statistical methods have used for analyzing pipe incidents, with the goal of estimation of failure probability in future, with finding the most influences parameters in the incidents. The statistical regression models using in this research are linear regression model, exponential regression model, Poisson regression model , and Logistic regression model . For evaluation of the models, the data of a pilot in the first district of the Tehran’s Water and Wastewater Company with more than 48500 consumers, total pipe length of 582702 meter, different materials and diameters were used. The results demonstrated that the logistic model has a better performance than others to predict the future events with a higher probability.

Keywords


 
بیگی.، ف.، (1378)، "آسیب‏شناسی شبکه‏های توزیع آب شهری"، فصلنامه آب و محیط زیست، 37، 10-16.
تابش، م.، آقایی، آ.، و ابریشمی، ج.، (1387)، "بررسی نقش عوامل موثر بر فراوانی حوادث در لوله‏های اصلی آبرسانی با استفاده از الگوی رگرسیونی ترکیبی"، نشریه دانشکده فنی دانشگاه تهران، 42(6)، 691-703.
جلیلی قاضی‏زاده، م.، حنیفی یزدی، س.ح.، و راستی اردکانی، ر.، (1387)، "ارائه روابط پیش بینی وقوع حوادث در شبکه‏های توزیع آب شهری"، دومین همایش ملی آب و فاضلاب با رویکرد بهره‏برداری، تهران.
موسوی ندوشنی، س.س.، )1391)، آشنایی با زبان آماری R، انتشارات دانشگاه شهید عباسپور.
Agresti, A., and Kateri, M., (2011), Categorical data analysis, Springer.
Cameron, A.C., and Trivedi, P.K. (1998), “Regression analysis of count data”, 53, Cambridge University.
Everitt, B., and Hothorn, T., (2010), A handbook of statistical analyses using R, Second Edition, CRC Taylor and Francis Groups.
Kabir, G., Tesfamariam, S., Francisque, A., and R. Sadiq, (2015), “Evaluating risk of water mains failure using a Bayesian belief network model”, European Journal of Operational Resources, 240(1), 220-234.
Kettler, A., and Goulter, I., (1985), “An analysis of pipe breakage in urban water distribution networks”, Canadian Journal of Civil Engineering, 12(2), 286-293.
Kropp, I., Gat, Y.L., and Poulton, M., (2009), “Application of a failure forecast model at the strategic asset management planning level”, In: Proceedings of LESAM 2009, Miami, USA.
Maindonald, J.H., (2008), Using R for data analysis and graphics introduction, code and commentary, Centre for Mathematics and Its Applications, Australian National University.
Montgomery, D.C., Peck, E.A., and Vining, G.G., (2012), Introduction to linear regression analysis, 821, John Wiley & Sons.
Nishiyama, M., and Filion, Y., (2013), “Review of statistical water main break prediction models”, Canadian Journal of Civil Engineering, 40(10), 972-979.
Shamir, U., and Howard, C., (1979), “An analytical approach to scheduling pipe replacement”, Journal of American Water Works Association, 71(5), 248-258.