Modeling Failure of Wastewater Collection Lines Using Various Section-Level Regression Models

Journal of Infrastructure Systems

Volumn 18, Issue 2, 2012, Pages 146-154

  Salman, Baris ^a   Salem, Ossama ^a  

^a Syracuse University   (United States)

Author keywords

Deterioration; Infrastructure; Probability; Regression models; Sewers; Wastewater management

Indexed keywords

ASSESSMENT MODELS; ASSET MANAGEMENT STRATEGY; BINARY LOGISTIC REGRESSION; DETERIORATION MODELS; EMERGENCY REPAIR; INFRASTRUCTURE; MODELING FAILURES; MULTINOMIAL LOGISTIC REGRESSION; MULTINOMIAL LOGISTIC REGRESSION MODELS; OBSERVED DATA; ORDINAL REGRESSION; PROBABILITY OF FAILURE; REGRESSION MODEL; SEWER NETWORKS; WASTEWATER COLLECTION; WASTEWATER MANAGEMENT; WASTEWATER UTILITIES;

DETERIORATION; LOGISTICS; PROBABILITY; SEWERS;

REGRESSION ANALYSIS;

INFRASTRUCTURE; NUMERICAL MODEL; PROBABILITY; REGRESSION ANALYSIS; RISK ASSESSMENT; SEWER NETWORK; WASTE MANAGEMENT; WASTEWATER;

EID: 84861848499     PISSN: 10760342     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)IS.1943-555X.0000075     Document Type: Article

References (39)

1. Agresti A. Categorical data analysis 2002, 2nd Ed., Wiley, Hoboken, NJ.
2. Ariaratnam S.T. El-Assaly A. Yang Y. Assessment of infrastructure inspection needs using logistic models. J. Infrastruct. Syst. 2001, 7(4):160-165. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2001)7:4(160).
3. Report card for America's infrastructure. 2009, ASCE, (Apr. 25, 2010).
4. Baik H.S. Jeong H.S. D. Abraham D.M. Estimating transition probabilities in Markov chain-based deterioration models for management of wastewater systems. J. Water Resour. Plann. Manage. 2006, 132(1):15-24. JWRMD5, 0733-9496, 10.1061/(ASCE)0733-9496(2006)132:1(15).
5. Baur R. Herz R. Selective inspection planning with aging forecast for sewer types. Water Sci. Technol. 2002, 46(6-7):389-396. WSTED4, 0273-1223.
6. Chughtai F. Zayed T. Infrastructure condition prediction models for sustainable sewer pipelines. J. Perform. Constr. Facil. 2008, 22(5):333-341. JPCFEV, 0887-3828, 10.1061/(ASCE)0887-3828(2008)22:5(333).
7. Davies J.P. Clarke B.A. Whiter J.T. Cunningham R.J. Factors influencing the structural deterioration and collapse of rigid sewer pipes. Urban Water 2001, 3(1-2):73-89. URWAFE, 1462-0758, 10.1016/S1462-0758(01)00017-6.
8. Davies J.P. Clarke B.A. Whiter J.T. Cunningham R.J. Leidi A. The structural condition of rigid sewer pipes: A statistical investigation. Urban Water 2001, 3(4):277-286. URWAFE, 1462-0758, 10.1016/S1462-0758(01)00036-X.
9. Gemora I. Pipeline assessment and certification program. Proc. Int. Conf. on Pipeline Engineering and Construction 2003 2003, 822-825. ASCE, Reston, VA.
10. Glasser S.P. Research methodology for studies of diagnostic tests. Essentials of Clinical Research 2008, 248-249. S. P. Glasser, Springer, The Netherlands.
11. Grigg N.S. Infrastructure management systems. Water, wastewater, and stormwater infrastructure management 2003, 1-17. Lewis Publishers, Boca Raton, FL.
12. Halfawy M.R. Dridi L. Baker S. Integrated decision support system for optimal renewal planning of sewer networks. J. Comput. Civ. Eng. 2008, 22(6):360-372. JCCEE5, 0887-3801, 10.1061/(ASCE)0887-3801(2008)22:6(360).
13. Herz R.K. Ageing processes and rehabilitation needs of drinking water distribution networks. J. Water Supply: Res. Technol.-AQUA 1996, 45(5):221-231. JWSAFA, 1606-9935.
14. Jaccard J. Interaction effects in logistic regression, Sage Univ. Papers Series: Quantitative Applications in the Social Sciences (Series/Number 07-135) 2001, Sage Publications, Thousand Oaks, CA.
15. Kleiner Y. Rajani B. Sadiq R. Sewerage infrastructure: Fuzzy techniques to manage failures. Wastewater Reuse-Risk Assessment, Decision Making and Environmental Security 2007, 241-252. M. K. Zaidi, ed., Springer, The Netherlands.
16. Kleiner Y. Sadiq R. Rajani B. Modeling failure risk in buried pipes using fuzzy Markov deterioration process. Proc., Pipeline Engineering and Construction: What's on the Horizon? 2004, 1-12. ASCE, Reston, VA.
17. Le Gat Y. Modeling the deterioration process of drainage pipelines. Urban Water J. 2008, 5(2):97-106. UWJRAU, 1573-062X, 10.1080/15730620801939398.
18. Lei L. Luo X. Jiang X. Access mode choice model for highway passenger station. Proc., Int. Conf. on Transportation Engineering ICTE 2009, 1939-1944. ASCE/T&DI, Chengdu, China.
19. Li W. Zhang X. Papacostas C.S. Analysis of parking fee effect on travel behavior in downtown district. Proc., Transportation and Development Innovative Best Practices 2008, 69-74. ASCE/T&DI, Reston, VA.
20. Madanat S. Mishalani R. Wan Ibrahim W.H. Estimation of transition probabilities from condition rating data. J. Infrastruct. Syst. 1995, 1(2):120-125. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(1995)1:2(120).
21. McCullagh P. Regression models for ordinal data. J. R. Statist. Soc. 1980, 42(2):109-142. JSTBAJ, 0035-9246.
22. McKelvey R.D. Zavoina W. statistical model for the analysis of ordinal dependent variables. Positive changes in political science: the legacy of Richard D. McKelvey's most influential writings 2007, 144-145. J. H. Aldrich, J. E. Alt, A. Lupia, Univ. of Michigan Press, Ann Arbor.
23. Najafi M. Kulandaivel G. Pipeline condition prediction using neural network models. Proc., Pipeline 2005: Optimizing Pipeline Design, Operations and Maintenance in Today's Economy 2005, 767-781. ASCE, Reston, VA.
24. 2001, NASSCO, Pipeline Assessment and Certification Program Reference Manual, NASSCO.
25. Norusis M.J. SPSS 13.0: Statistical procedures companion 2005, Prentice Hall, Upper Saddle River, NJ.
26. Norusis M.J. SPSS 17.0: Advanced statistical procedures companion 2008, Prentice Hall, Upper Saddle River, NJ.
27. O'Reilly M.P. Rosbrook R.B. Cox G.C. McCloskey A. Analysis of defects in 180 km of pipe sewers in Southern Water Authority. 1989, TRRL Research Report 172, Transport and Road Research Lab, Crowthorne, UK.
28. Penn M. Vargas F. Chimba D. Multinomial modeling of purpose driven trip. Proc., 2007 Transportation, Land Use, Planning, and Air Quality Congress 2008, 64-78. ASCE, Reston, VA.
29. Ruwanpura J. Ariaratnam S.T. El-Assaly A. Prediction models for sewer infrastructure utilizing rule-based simulation. Civ. Eng. Environ. Syst. 2004, 21(3):169-185. 1028-6608, 10.1080/10286600410001694192.
30. Salman B. Infrastructure management and deterioration risk assessment of wastewater collection systems. 2010, Ph.D. thesis, dissertation, Univ. of Cincinnati, OH.
31. Sinha S.K. McKim R.A. Probabilistic based integrated pipeline management system. Tunnelling Underground Space Technol. 2007, 22(5-6):543-552. 0886-7798, 10.1016/j.tust.2007.05.005.
32. Thornhill R. Implementation of the pipeline assessment and certification program. Proc. of Int. Conf. Pipeline Engineering and Construction 2003 2003, 826-832. ASCE, Reston, VA.
33. Optimization of collection system maintenance frequencies and system performance. 1999, U.S. Environmental Protection Agency (USEPA) and American Society of Civil Engineers (ASCE), USEPA Office of Water, Washington. DC, February, EPA Cooperative Agreement No. CX824902-01-0. (Apr. 25, 2010).
34. Fact sheet: Asset management for sewer collection systems. 2002, USEPA, (Apr. 25, 2010).
35. Clean watersheds needs survey: 2004 report to congress. 2008, USEPA, (Apr. 25, 2010).
36. Windle R. Dresner M. Airport choice in multiple-airport regions. J. Transp. Eng. 1995, 121(4):332-337. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(1995)121:4(332).
37. Wirahadikusumah R. Abraham D. Iseley T. Challenging issues in modeling deterioration of combined sewers. J. Infrastruct. Syst. 2001, 7(2):77-84. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2001)7:2(77).
38. Sewerage rehabilitation manual 2001, WRc, 4th Ed., Water Research Centre, Wiltshire, U.K.
39. Young O.C. O'Reilly M.P. guide to design loadings for buried rigid pipes. 1983, TRRL, Dept. of Transport, United Kingdom.