A space-time probabilistic model for pipe network reconstruction planning

References

• Achim , D. , Ghotb , F. and McManus , K.J. 2007 . Prediction of water pipe asset life using artificial neural networks . Journal of infrastructure systems , 13 ( 1 ) : 26 – 30 .
   Web of Science ®Google Scholar
• Alvisi , S. and Franchini , M. 2006 . Near optimal rehabilitation scheduling of water distribution systems based on multi-objective genetic algorithms . Civil Engineering and Environmental Systems Journal , 23 ( 3 ) : 143 – 160 .
   Web of Science ®Google Scholar
• Alvisi , S. and Franchini , M. 2010 . Comparative analysis of two probabilistic pipe breakage models applied to a real water distribution system . Civil Engineering and Environmental System Journal , 27 ( 1 ) : 1 – 22 .
   Web of Science ®Google Scholar
• American Water Works Association (AWWA) . 2002 . Deteriorating buried infrastructure management challenges and strategies. Report Prepared for Engineering Department. Denver: AWWA
   Google Scholar
• Andreou , S. 1986 . Predictive models for pipe break failures and their implications on maintenance planning strategies for deteriorating water distribution systems Cambridge , MA Thesis (PhD). MIT
   Google Scholar
• Baddeley , A. and Turner , R. 2005 . Spatstat: an R package for analyzing spatial point patterns . Journal of Statistical Software , 12 ( 6 ) : 1 – 42 .
   Web of Science ®Google Scholar
• Baddeley , A. 2006 . Case studies in spatial point process modeling , Berlin : Springer .
   Google Scholar
• Barata , P.M.C. , Alegre , H. and Vieira , J.M.P. 2007 . Application of a DPA method for asset management in small water distribution system , In: IWA LESAM conference, October .
   Google Scholar
• Berardi , L. 2008 . Development of pipe deterioration models for water distribution systems using EPR . Journal of Hydroinformatics , 10 ( 2 ) : 113 – 125 .
   Web of Science ®Google Scholar
• Bogardi , I. , Duckstein , L. and Szidarovszky , F. 1982 . Bayesian analysis of underground flooding . Water Resources Research , 18 ( 4 ) : 1100 – 1116 .
   Web of Science ®Google Scholar
• Camarinopoulos , L. , Pampoukis , G. and Preston , N. 1996 . “ Reliability of a water supply network ” . In Probabilistic safety assessment and management’96. ESREL-PSAM III , Edited by: Caccabue , P.C. and Papazoglou , I.A. New York : Springer .
   Google Scholar
• Clark , R.M. , Stafford , C.L. and Goodrich , J.A. 1982 . Water distribution systems: a spatial and cost evaluation . Journal of the Water Resources Planning and Management , 108 ( 3 ) : 243 – 256 .
   Google Scholar
• Clark , R.M. 2010 . Condition assessment modeling for distribution systems using shared frailty analysis . Journal AWWA , 102 ( 7 ) : 81 – 91 .
   Web of Science ®Google Scholar
• Cox , D.R. 1972 . Regression models and lifetables (with discussion) . Journal of the Royal Statistical Society , 34 ( 2 ) : 187 – 220 .
   Google Scholar
• Daley , D.J. and Vere-Jones , D. 2003 . An introduction to the theory of point processes , 2nd ed , New York : Springer-Verlag .
   Google Scholar
• Dandy , G.C. and Engelhardt , M. 2006 . Multi-objective trade-offs between cost and reliability in the replacement of water mains . Journal of Water Resources Planning and Management , 132 ( 2 ) : 79 – 88 .
   Web of Science ®Google Scholar
• Darabos , P. 1997 . Software package for controlling water supply systems . Periodica Polytechnica Civil Engineering , 41 ( 2 ) : 135 – 145 .
   Google Scholar
• Davis , P. 2007 . A physical probabilistic model to predict failure rates in buried PVC pipelines . Reliability Engineering & System Safety , 92 ( 9 ) : 1258 – 1266 .
   Web of Science ®Google Scholar
• Davis , P. 2008 . Failure prediction and optimal scheduling of replacements in asbestos cement water pipes . Journal of Water Supply: Research and Technology , 57 ( 4 ) : 239 – 252 .
   Web of Science ®Google Scholar
• Engelhardt , M.O. 2000 . Rehabilitation strategies for water distribution networks: a literature review with a UK perspective . Urban Water , 2 ( 2 ) : 153 – 170 .
   Google Scholar
• Farmani , R. , Walters , G.A. and Savic , D.A. 2006 . Evolutionary multi-objective optimization of the design and operation of water distribution network: total cost vs. reliability vs. water quality . Journal of Hydroinformatics , 8 ( 3 ) : 165 – 179 .
   Web of Science ®Google Scholar
• Fülöp , R. , Kiss , E. and Mészáros , P. 2009 . Pipes, coupling and technologies for buried public water systems (Csövek, Kötéstechnikák és technológiák a földbe fektetett vízi közművek hálózataihoz) , Budapest : Műegyetemi Kiadó [in Hungarian] .
   Google Scholar
• Gitt , J. , Stansbury , J. and Bogardi , I. Criteria assessment of pallid sturgeon habitat restoration for the Missouri river . Proceedings 33rd IAHR Congress . 9–14 August, Vancouver , , British Columbia, Canada
   Google Scholar
• Giustolisi , O. , Laucelli , D. and Savic , D. 2006 . Development of rehabilitation plans for water mains replacement considering risk and cost-benefit assessment . Civil Engineering and Environmental Systems Journal , 23 ( 3 ) : 175 – 190 .
   Web of Science ®Google Scholar
• Giustolisi , O. and Berardi , G. 2009 . Prioritizing Pipe replacement: from multiobjective genetic algorithms to operational decision support . Journal of Water Resources Planning and Management, ASCE , 135 ( 6 ) : 484 – 492 .
   Web of Science ®Google Scholar
• Halhal , D. 1997 . Water network rehabilitation with structured messy genetic algorithm . Journal of Water Resources Planning and Management , 123 ( 3 ) : 137 – 146 .
   Web of Science ®Google Scholar
• Hungarian National Water Technology Platform . 2009 . Strategic researches plan [online]. 2nd ed. Available from: http://www.nvp.hu/sites/default/files/NVP_skt_2_kiadas.pdf, website of NVP [Accessed August 2010]
   Google Scholar
• Kleiner , Y. and Rajani , B.B. 2001 . Comprehensive review of structural deterioration of water mains: statistical models . Urban Water , 3 ( 3 ) : 131 – 150 .
   Google Scholar
• Kleiner , Y. and Rajani , B.B. 2010 . I-WARP: individual water main renewal planner [online]. Website of National Research Council Canada Available from: http://www.nrc-cnrc.gc.ca/obj/irc/doc/pubs/nrcc53221.pdf [Accessed May 2010]
   Google Scholar
• Laky , D. 2008 . “ Hungarian Benchmarking pilot project ” . In Proceedings of third ÖKO-AQUA conference Debrecen, Hungary 11–13 June
   Google Scholar
• Le Gauffre , P. 2002 . CARE-W: WP 3 Decision Support for annual rehabilitation programmes D6 - Criteria for the prioritisation of rehabilitation projects, Report No 3.1 [online]. Available from: http://www.sintef. no/uploadpages/24472/D06%20CARE-W%20Criteria_ for_ARP.pdf [Accessed November 2011"]
   Google Scholar
• Nafi , A. , Werey , C. and Llerena , P. 2008 . Water pipe renewal using a multiobjective optimization approach . Canadian Journal of Civil Engineering , 35 ( 1 ) : 87 – 94 .
   Web of Science ®Google Scholar
• Nafi , A. and Kleiner , Y. 2010 . Scheduling renewal of water pipes while considering adjacency of infrastructure works and economies of scale . Journal of Water Resources Planning and Management , 136 ( 5 ) : 519 – 530 .
   Web of Science ®Google Scholar
• Park , S. 2008 . Modeling of water main failure rates using the log-linear ROCOF and the power law process . Water Resources Management , 22 ( 9 ) : 1311 – 1324 .
   Web of Science ®Google Scholar
• Phillips , M.J. 2000 . Bootstrap confidence regions for the expected ROCOF of a repairable system . IEEE Transactions on Reliability , 49 ( 2 ) : 204 – 208 .
   Web of Science ®Google Scholar
• Prasad , T.D. and Park , N.S. 2004 . Multiobjective genetic algorithms for design of water distribution networks . Journal of Water Resources Planning and Management , 130 ( 1 ) : 73 – 82 .
   Web of Science ®Google Scholar
• Rogers , P.D. and Grigg , N.S. 2009 . Failure assessment modeling to prioritize water pipe renewal: two case studies . Journal of Infrastructure Systems , 15 ( 3 ) : 162 – 171 .
   Web of Science ®Google Scholar
• Rostum , J. , Dören , L. and Schilling , W. Deterioration of built environment: buildings, roads and water systems . Proceedings of the 10th EJSW at Tautra . May 24–28 , Norway . IVB-report B2-1997–2 : Norwegian University of Science and Technology .
   Google Scholar
• Rostum , J. 2000 . Statistical modeling of pipe failures in water networks. Thesis (PhD). Department of Hydraulic and Environmental Engineering , Trondheim , , Norway : Norwegian University of Science and Technology NTNU .
   Google Scholar
• Selvakumar , A. , Clark , R.M. and Sivaganesan , M. 2002 . Costs for water supply distribution system rehabilitation. [online] EPA/600/JA-02/406 Available from: http://nepis.epa.gov/EPA/html/Pubs/pubtitleORD.html website of EPA [Accessed August 2011]
   Google Scholar
• Saegrov , S. 2006 . Operation and maintenance of water network – best management praxis [online]. Techneau . Available from: http://www.techneau.org/fileadmin/files/Publications/Publications/Deliverables/D5.6.1_and_D5.6. 2.pdf [Accessed May 2012]
   Google Scholar
• Shamir , U. and Howard , C.D.D. 1979 . An analytic approach to scheduling pipe replacement . Journal AWWA , 71 ( 5 ) : 248 – 258 .
   Web of Science ®Google Scholar
• Walski , T.M. and Pelliccia , A. 1982 . Economic analysis of water main breaks . Journal AWWA , 74 ( 3 ) : 140 – 147 .
   Web of Science ®Google Scholar