Predicting water main failures using Bayesian model averaging and survival modelling approach

被引:41
作者
Kabir, Golam [1 ]
Tesfamariam, Solomon [1 ]
Sadiq, Rehan [1 ]
机构
[1] Univ British Columbia, Sch Engn, Kelowna, BC V1V 1V7, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Water main failure; Survival analysis; Bayesian model averaging (BMA); Weibull proportional hazard model (PHM); Cox-PHM; Uncertainty; PIPE BREAKS; UNCERTAINTY; SELECTION; RISK; RATES;
D O I
10.1016/j.ress.2015.06.011
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
To develop an effective preventive or proactive repair and replacement action plan, water utilities often rely on water main failure prediction models. However, in predicting the failure of water mains, uncertainty is inherent regardless of the quality and quantity of data used in the model. To improve the understanding of water main failure, a Bayesian framework is developed for predicting the failure of water mains considering uncertainties. In this study, Bayesian model averaging method (BMA) is presented to identify the influential pipe-dependent and time-dependent covariates considering model uncertainties whereas Bayesian Weibull Proportional Hazard Model (BWPHM) is applied to develop the survival curves and to predict the failure rates of water mains. To accredit the proposed framework, it is implemented to predict the failure of cast iron (Cl) and ductile iron (DI) pipes of the water distribution network of the City of Calgary, Alberta, Canada. Results indicate that the predicted 95% uncertainty bounds of the proposed BWPHMs capture effectively the observed breaks for both Cl and DI water mains. Moreover, the performance of the proposed BWPHMs are better compare to the Cox-Proportional Hazard Model (Cox-PHM) for considering Weibull distribution for the baseline hazard function and model uncertainties. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:498 / 514
页数:17
相关论文
共 59 条
  • [1] Albert J, 2009, USE R, P1, DOI 10.1007/978-0-387-92298-0_1
  • [2] Comparative analysis of two probabilistic pipe breakage models applied to a real water distribution system
    Alvisi, Stefano
    Franchini, Marco
    [J]. CIVIL ENGINEERING AND ENVIRONMENTAL SYSTEMS, 2010, 27 (01) : 1 - 22
  • [3] [Anonymous], 2007, P COMB INT C COMP CO
  • [4] [Anonymous], 2003, Bayesian Data Analysis
  • [5] [Anonymous], INT WAT ASS 4 LEAD E
  • [6] [Anonymous], AWWA INFR C P AM WAT
  • [7] [Anonymous], 1992, Breakthroughs in Statistics: Methodology and Distribution, DOI DOI 10.1007/978-1-4612-4380-9_37
  • [8] [Anonymous], WORLD ENV WAT RES C
  • [9] Asnaashari A., 2009, Water Science and Technology: Water Supply, V9, P9, DOI 10.2166/ws.2009.020
  • [10] AWWA, 1999, C105A215 ANSIAWWA