Abstract

The deterioration of water pipelines leads to impaired water quality, increased breakage rate, and reduced hydraulic capacity. The planning of maintenance programs for water pipelines is essential to minimize health and safety concerns and ensure an adequate supply of water in a safe, cost-effective, reliable, and sustainable manner. It is essential to assess the performance of water pipelines to assist municipalities in planning inspection and rehabilitation programs for their pipelines. Several models have been developed to assess the condition or performance of water pipelines based on several affecting factors. However, none of them considered the interdependency relationships between the factors. Moreover, some models did not account for the factors’ weights uncertainty. This paper presents the development of performance assessment models for water pipelines. The models consider three groups of factors affecting water pipeline performance, namely, physical, environmental, and operational. The models were developed using data collected from questionnaire surveys distributed among water pipeline experts in Qatar. The factors’ weights were calculated using four different methods, namely, analytic hierarchy process (AHP), fuzzy AHP (FAHP), analytic network process (ANP), and fuzzy ANP (FANP). The results showed that the FANP is the most accurate method since it incorporates the interdependency and uncertainty into the decision making process.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors gratefully acknowledge the support provided by Qatar National Research Fund (QNRF) for this research project under Award No. QNRF-NPRP 4–529–2–193.

References

Adams, W. (2001). “Creative decisions foundation.” 〈http://www.creativedecisions.net/papers/papers_etc/calc-white-paper.pdf〉 (May 18, 2013).
Al-Barqawi, H., and Zayed, T. (2006a). “Assessment model of water main conditions.” Pipeline Division Specialty Conf., ASCE, Reston, VA.
Al-Barqawi, H., and Zayed, T. (2006b). “Condition rating model for underground infrastructure sustainable water mains.” J. Perform. Constr. Facil., 126–135.
Al-Barqawi, H., and Zayed, T. (2008). “Infrastructure management: Integrated AHP/ANN model to evaluate municipal water mains’ performance.” J. Infrastruct. Syst., 305–318.
ASCE. (2013). “2013 report card for America’s infrastructure.” 〈http://www.infrastructurereportcard.org/〉 (Dec. 9, 2014).
Canadian Infrastrucutre Report Card. (2012). “The 2012 report card.” 〈http://www.canadainfrastructure.ca/en/〉 (Dec. 9, 2014).
Clair, A. M. S., and Sinha, S. K. (2011). “Development and the comparison of a weighted factor and fuzzy inference model for performance prediction of metallic water pipelines.” Proc., Pipelines 2011 Conf., ASCE, Reston, VA.
Dikmen, I., Birgonul, M., and Kiziltas, S. (2005). “Prediction of organizational effectiveness in construction companies.” J. Constr. Eng. Manage., 252–261.
Etaati, L., Sadi-Nezhad, S., and Moghadam-Abyaneh, P. M. (2011). “Fuzzy analytical network process: An overview on methods.” Am. J. Sci. Res., 41, 101–114.
Fares, H., and Zayed, T. (2010). “Hierarchical fuzzy expert system for risk of failure of water mains.” J. Pipeline Syst. Eng. Pract., 53–62.
Federation of Canadian Municipalities and National Research Council. (2003). “Deterioration and inspection of water distribution systems.” National Guide to Sustainable Municipal Infrastructure, Ottawa.
Garuti, C., and Sandoval, M. (2005). “Comparing AHP and ANP shiftwork models: Hierarchy simplicity v/s network connectivity.” Proc., 8th Int. Symp. on the Analytic Hierarchy Process, Creative Decisions Foundation, Pittsburgh.
Geem, Z. W. (2003). “Window-based decision support system for the water pipe condition assessment using artificial neural network.” World Water and Environmental Resources Congress, ASCE, Reston, VA.
Geem, Z. W., Tseng, C. L., Kim, J., and Bae, C. (2007). “Trenchless water pipe condition assessment using artificial neural network.” Int. Conf. on Pipeline Engineering and Construction, ASCE, Reston, VA.
Giustolisi, O., Laucelli, D., and Savic, D. A. (2006). “Development of rehabilitation plans for water mains replacement considering risk and cost-benefit assessment.” Civ. Eng. Environ. Syst., 23(3), 175–190.
Kahraman, C., Ertay, T., and Büyüközkan, G. (2006). “A fuzzy optimization model for QFD planning process using analytic network approach.” Eur. J. Oper. Res., 171(2), 390–411.
Kleiner, Y., and Rajani, B. (2000). “Considering time-dependent factors in the statistical prediction of water main breaks.” Proc., American Water Works Association Infrastructure Conf., American Water Works Association, Denver.
Kleiner, Y., and Rajani, B. (2002). “Forecasting variations and trends in water-main breaks.” J. Infrastruct. Syst., 122–131.
Makar, J. M., and Kleiner, Y. (2000). “Maintaining water pipeline integrity.” American Water Works Association Infrastructure Conf. and Exhibition, American Water Works Association, Denver.
Promentilla, M. A., Furuichi, T., Ishii, K., and Tanikawa, N. (2008). “A fuzzy analytic network process for multi-criteria evaluation of contaminated site remedial countermeasures.” J. Environ. Manage., 88(3), 479–495.
Rajani, B., and Kleiner, Y. (2001). “Comprehensive review of structural deterioration of water mains: Physically based models.” Urban Water, 3(3), 151–164.
Saaty, T. L. (1980). The analytic hierarchy process, McGraw-Hill, New York.
Saaty, T. L. (1990). “How to make a decision: The analytic hierarchy process.” Eur. J. Oper. Res., 48(1), 9–26.
Saaty, T. L. (2005). “The analytic hierarchy and analytic network processes for the measurement of intangible criteria and for decision-making.” Multiple criteria decision analysis: State of the art surveys, Springer, New York, 345–405.
Saaty, T. L. (2008). “The analytic hierarchy and analytic network measurement processes: Applications to decisions under risk.” Eur. J. Pure Appl. Math., 1(1), 122–196.
Saraf, A. (2013). “Plug the leaks.” 〈http://www.utilities-me.com/article-2587-plug-the-leaks/1/〉 (Jun. 8, 2014).
Sarkis, J., and Sundarraj, R. (2006). “Evaluation of enterprise information technologies: A decision model for high-level consideration of strategic and operational issues.” J. Syst. Man and Cybern., 36(2), 260–273.
Scott, V. (2013). “Managing water supply a key challenge facing Qatar, expert says.” 〈http://dohanews.co/managing-water-supply-a-key-challenge-facing-qatar-expert-says/〉 (Apr. 22, 2014).
Wang, C. W., Niu, Z. G., Jia, H., and Zhang, H. W. (2010). “An assessment model of water pipe condition using Bayesian inference.” J. Zhejiang Univ. Sci. A, 11(7), 495–504.
Wang, Y., Zayed, T., and Moselhi, O. (2009). “Prediction models for annual break rates of water mains.” J. Perform. Constr. Facil., 47–54.
Yan, J. M., and Vairavamoorthy, K. (2003). “Fuzzy approach for pipe condition assessment.” Pipeline Engineering and Construction International Conf., ASCE, Reston, VA.
Zadeh, L. A. (1965). “Fuzzy sets.” Inform. Control, 8(3), 338–353.
Zayed, T., and Halpin, D. (2005). “Deterministic models for assessing prod. and cost of bored piles.” J. Constr. Manage. Econ., 23(5), 531–543.
Zhou, Y., Vairavamoorthy, K., and Grimshaw, F. (2009). “Development of a fuzzy based pipe condition assessment model using PROMETHEE.” 29th World Environmental and Water Resources Congress, ASCE, Reston, VA.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 30Issue 4August 2016

History

Received: Oct 16, 2014
Accepted: Sep 28, 2015
Published online: Nov 18, 2015
Discussion open until: Apr 18, 2016
Published in print: Aug 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Hisham El Chanati [email protected]
Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H4B 1R6. E-mail: [email protected]
Mohammed S. El-Abbasy [email protected]
Postdoctoral Fellow, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H4B 1R6 (corresponding author). E-mail: [email protected]
Fadi Mosleh [email protected]
Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H4B 1R6. E-mail: [email protected]
Ahmed Senouci, M.ASCE [email protected]
Associate Professor, Dept. of Construction Management, Univ. of Houston, Houston, TX 77004. E-mail: [email protected]
Mona Abouhamad [email protected]
Postdoctoral Fellow, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H4B 1R6. E-mail: [email protected]
Iason Gkountis [email protected]
Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H4B 1R6. E-mail: [email protected]
Tarek Zayed, M.ASCE [email protected]
Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H4B 1R6. E-mail: [email protected]
Hassan Al-Derham [email protected]
President, Qatar Univ., Doha 2713, Qatar. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share