Technical Papers
Mar 30, 2018

Sewer Structural Condition Prediction Integrating Bayesian Model Averaging with Logistic Regression

Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 3

Abstract

Utility managers and other authorities often rely on sewer structural condition prediction models for the effective execution of long-term and short-term sewer management strategies; however, it is challenging to predict the structural condition effectively because of the intrinsic uncertainties in modeling. In this research, a Bayesian framework is developed to predict the structural condition of sewers considering model uncertainties. Bayesian model averaging (BMA) techniques are used for identifying significant covariates for different sewers considering model uncertainties, whereas Bayesian logistic regression models are applied for predicting the structural condition of sewers. To validate the effectiveness of the proposed framework, the structural condition of 12,728 sewer mains of the wastewater network of the city of Calgary, Canada, is predicted. The results show that the BMA approach provides a transparent statement of the posterior probabilities to represent the effect of the significant explanatory covariates, and the performance of the Bayesian logistic regression model improves with informative priors.

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Acknowledgments

The third author acknowledges the financial support through Natural Science Engineering Research Council Canada Discovery Grant Program (RGPIN-2014-05013).

References

Albert, J. H., and Chib, S. (1993). “Bayesian analysis of binary and polychotomous response data.” J. Am. Stat. Assoc., 88(422), 669–679.
Ana, E., et al. (2009). “An investigation of the factors influencing sewer structural deterioration.” Urban Water J., 6(4), 303–312.
Ana, E. (2009). “Sewer asset management-sewer structural deterioration modeling and multi-criteria decision making in sewer rehabilitation projects prioritization.” Ph.D. thesis, Vrije Universiteit Brussel, Brussels, Belgium.
Ariaratnam, S. T., El-Assaly, A., and Yang, Y. (2001). “Assessment of infrastructure inspection needs using logistic models.” J. Infrastruct. Syst., 160–165.
Ariaratnam, S. T., and MacLeod, C. W. (2002). “Financial outlay modeling for a local sewer rehabilitation strategy.” J. Constr. Eng. Manage., 486–495.
Chae, M. J., and Abraham, D. M. (2001). “Neuro-fuzzy approaches for sanitary sewer pipeline condition assessment.” J. Comput. Civ. Eng., 4–14.
Choi, T., Schervish, M. J., Schmitt, K. A., and Small, M. J. (2008). “A Bayesian approach to a logistic regression model with incomplete information.” Biometrics, 64(2), 424–430.
Chughtai, F., and Zayed, T. (2007). “Sewer pipeline operational condition prediction using multiple regression.” Proc., Pipelines 2007: Advances and Experiences with Trenchless Pipeline Projects, ASCE, Reston, VA, 8–11.
Chughtai, F., and Zayed, T. (2008). “Infrastructure condition prediction models for sustainable sewer pipelines.” J. Perform. Constr. Facil., 333–341.
Davies, J. P., Clarke, B. A., Whiter, J. T., Cunningham, R. J., and Leidi, A. (2001). “The structural condition of rigid sewer pipes: A statistical investigation.” Urban Water J., 3(4), 277–286.
Dirksen, J., et al. (2013). “The consistency of visual sewer inspection data.” Struct. Infrastruct. Eng., 9(3), 214–228.
Gedam, A., Mangulkar, S., and Gandhi, B. (2016). “Prediction of sewer pipe main condition using the linear regression approach.” J. Geosci. Environ. Prot., 4(05), 100.
Glasser, S. P. (2008). “Research methodology for studies of diagnostic tests.” Essentials of clinical research, S. P. Glasser, ed., Springer, Netherlands, 248–249.
Hahn, M. A., Palmer, R. N., Merrill, M. S., and Lukas, A. B. (2002). “Expert system for prioritizing the inspection of sewers: Knowledge base formulation and evaluation.” J. Water Resour. Plann. Manage., 121–129.
Hernández-Orallo, J., Flach, P., and Ferri, C. (2012). “A unified view of performance metrics: Translating threshold choice into expected classification loss.” J. Mach. Learn. Res., 13(Oct), 2813–2869.
Hoeting, J. A., Madigan, D., Raftery, A. E., and Volinsky, C. T. (1999). “Bayesian model averaging: A tutorial.” Stat. Sci., 14(4), 382–401.
Kabir, G., Tesfamariam, S., and Sadiq, R. (2015). “Predicting water main failures using Bayesian model averaging and survival modelling approach.” Reliab. Eng. Syst. Saf., 142, 498–514.
Kabir, G., Tesfamariam, S., and Sadiq, R. (2016). “Bayesian model averaging for the prediction of water main failure for small to large Canadian municipalities.” Can. J. Civ. Eng., 43(3), 233–240.
Kass, R. E., and Raftery, A. E. (1995). “Bayes factors.” J. Am. Stat. Assoc., 90(430), 773–795.
Leamer, E. E. (1978). Specification searches, Wiley, New York.
Lunn, D. J., Thomas, A., Best, N., and Spiegelhalter, D. (2000). “WinBUGS—A Bayesian modelling framework: Concepts, structure, and extensibility.” Stat. Comput., 10(4), 325–337.
Madigan, D., and Raftery, A. E. (1994). “Model selection and accounting for model uncertainty in graphical models using Occam’s window.” J. Am. Stat. Assoc., 89(428), 1535–1546.
Makar, J. M. (1999). “Diagnostic techniques for sewer systems.” J. Infrastruct. Syst., 69–78.
Newton, L. A., and Vanier, D. J. (2006). “MIIP report: The state of Canadian sewers—Analysis of asset inventory and condition.”, Institute for Research in Construction, Ottawa.
NRC and FCM (National Research Council and Federation of Canadian Municipalities). (2004). “Assessment and evaluation of storm and wastewater collection systems.” Ottawa.
Pohls, O. (2001). “The analysis of tree root blockages in sewer lines & their prevention methods.” M.Sc. thesis, Univ. of Melbourne, Melbourne, Australia.
Raftery, A. E., Madigan, D., and Hoeting, J. A. (1997). “Bayesian model averaging for linear regression models.” J. Am. Stat. Assoc., 92(437), 179–191.
Salman, B. (2010). “Infrastructure management and deterioration risk assessment of wastewater collection systems.” Ph.D. dissertation, Univ. of Cincinnati, Cincinnati.
Salman, B., and Salem, O. (2012). “Modeling failure of wastewater collection lines using various section-level regression models.” J. Infrastruct. Syst., 146–154.
Sousa, V., Matos, J. P., and Matias, N. (2014). “Evaluation of artificial intelligence tool performance and uncertainty for predicting sewer structural condition.” Autom. Constr., 44, 84–91.
Swets, J. A., Dawes, R. M., and Monahan, J. (2000). “Better decisions through science.” Sci. Am., 283(4), 82–87.
USEPA (U.S. Environmental Protection Agency). (2011). “Aging water infrastructure research: Science and engineering for a sustainable future.”, Washington, DC.
Viallefont, V., Raftery, A. E., and Richardson, S. (2001). “Variable selection and Bayesian model averaging in case-control studies.” Stat. Med., 20(21), 3215–3230.
Wang, D., Zhang, W., and Bakhai, A. (2004). “Comparison of Bayesian model averaging and stepwise methods for model selection in logistic regression.” Stat. Med., 23(22), 3451–3467.
Wasserman, L. (2000). “Bayesian model selection and model averaging.” J. Math. Psychol., 44(1), 92–107.
WinBUGS version 1.4 [Computer software]. MRC Biostatistics Unit, Cambridge, U.K.
Wirahadikusumah, R., Abraham, D., and Iseley, T. (2001). “Challenging issues in modeling deterioration of combined sewers.” J. Infrastruct. Syst., 77–84.
WRc (Water Research Council Publications). (2004). Sewer rehabilitation manual, 5th Ed., Wiltshire, U.K.
Yang, Y. (1999). “Statistical models for assessing sewer infrastructure inspection requirements.” Ph.D. dissertation, Univ. of Alberta, Edmonton, AB, Canada.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 3June 2018

History

Received: Jan 2, 2017
Accepted: Nov 16, 2017
Published online: Mar 30, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 30, 2018

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Authors

Affiliations

Golam Kabir [email protected]
Assistant Professor, Dept. of Mechanical, Automotive, Materials Engineering, Univ. of Windsor, Windsor, ON, Canada N9B 3P4 (corresponding author). E-mail: [email protected]
Ngandu Balekelay Celestin Balek [email protected]
Ph.D. Student, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. E-mail: [email protected]
Solomon Tesfamariam, M.ASCE [email protected]
Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. E-mail: [email protected]

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