LEADER 05244nam 2200733 450 001 9910824693503321 005 20230725062131.0 010 $a1-78040-331-3 010 $a1-84339-333-6 035 $a(CKB)2550000001181364 035 $a(EBL)3120246 035 $a(SSID)ssj0001127850 035 $a(PQKBManifestationID)11756137 035 $a(PQKBTitleCode)TC0001127850 035 $a(PQKBWorkID)11152770 035 $a(PQKB)10171229 035 $a(SSID)ssj0001055638 035 $a(PQKBManifestationID)11673766 035 $a(PQKBTitleCode)TC0001055638 035 $a(PQKBWorkID)11013238 035 $a(PQKB)10525005 035 $a(MiAaPQ)EBC3120246 035 $a(Au-PeEL)EBL3120246 035 $a(CaPaEBR)ebr10850568 035 $a(CaONFJC)MIL561390 035 $a(OCoLC)922995223 035 $a(EXLCZ)992550000001181364 100 $a20140404h20102010 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aPredicting the remaining economic life of wastewater pipes$hPhase 1$iDevelopment of standard data structure to support wastewater pipe condition and performance prediction /$fSuniel K. Sinha, Thiti Angkasuwansiri, Richard Thomasson 210 1$aAlexandria, Virginia ;$aLondon, England :$cWater Environment Research Foundation :$cCo-published by IWA Publishing,$d2010. 210 4$dİ2010 215 $a1 online resource (120 p.) 225 1 $aWERF Report Series 300 $aAt the head of title: SAM3R06. 311 $a1-306-30139-4 320 $aIncludes bibliographical references. 327 $a""Cover""; ""Copyright""; ""Table of Contents""; ""Acknowledgments""; ""Abstract and Benefits""; ""List of Tables""; ""List of Figures""; ""List of Appendices""; ""List of Acronyms and Abbreviations""; ""Executive Summary""; ""Chapter 1.0: Introduction""; ""1.1 Summary Description of WERF Research Tracks""; ""1.2 Track 4 Virginia Tech Research Progress""; ""Chapter 2.0: Background""; ""2.1 Wastewater Infrastructure Asset Management""; ""2.1.1 Collection and Transmission Systems""; ""2.1.2 Wastewater Treatment System""; ""2.1.3 Sludge Management System""; ""2.1.4 Reuse/Recycling System"" 327 $a""2.2 Wastewater Pipe Infrastructure System""""2.2.1 Overview of U.S. Wastewater Collection and Transmission Systems""; ""2.2.2 Wastewater Pipe Design and Installation""; ""2.2.3 Wastewater Pipe Condition Assessment""; ""Chapter 3.0: Wastewater Pipe Failure Modes and Mechanisms""; ""3.1 Description of Pipe Life Cycle""; ""3.1.1 Life Cycle of Pipe by Material""; ""3.2 Description of Failure Modes and Mechanisms""; ""3.2.1 Concrete Wastewater Pipe Failure Modes and Mechanisms""; ""3.2.2 Ductile Iron Wastewater Pipe Failure Modes and Mechanisms"" 327 $a""3.2.3 Cast Iron Wastewater Pipe Failure Modes and Mechanisms""""3.2.4 Polyvinyl Chloride (PVC) Wastewater Pipe Failure Modes and Mechanisms""; ""3.2.5 Polyethylene and High-Density Polyethylene Pipe Failure Modes and Mechanisms""; ""3.2.6 Clay Wastewater Pipe Failure Modes and Mechanisms""; ""3.2.7 Brick Sewer Failure Modes and Mechanisms""; ""Chapter 4.0: Data Structure for Lifelihood of Pipe Failure""; ""4.1 Development of Data Structure""; ""4.2 Description of Data Collection Methods and Protocols""; ""Chapter 5.0: Data Structure for Consequence of Pipe Failure"" 327 $a""5.1 Risk Assessment and Management""""5.1.1 Major Steps in Risk Assessment and Management""; ""5.2 Development of Data Structure""; ""Chapter 6.0: Standardization of Field Data Storage and Retrieval Framework""; ""6.1 Development of Geo-Database""; ""6.1.1 Step 1: Meetings with Participating Utilities""; ""6.1.2 Step 2: Utility Data Transfer""; ""6.1.3 Step 3: Arc SDE Server for Geospatial and Tabular Data""; ""6.1.4 Step 4: Uploading Utility Data for Analysis""; ""6.1.5 Step 5: Development of Standard Geospatial Database""; ""6.1.6 Step 6: Development of Geo-Database Data Model"" 327 $a""6.1.7 Step 7: Existing Geo-Database - a Priori Data""""6.1.8 Step 8: Example of Geo-Database Visualization System""; ""6.1.9 Step 9: Development of Web Application""; ""6.1.10 Step 10: Pipe Infrastructure Data Standardization""; ""6.2 Security and Confidentiality of Participating Utilities Database""; ""Chapter 7.0: Utilities Case Studies""; ""7.1 Case Study 1: Atlanta, Georgia""; ""7.2 Case Study 2: Pittsburgh, Pennsylvania""; ""7.3 Case Study 3: Seattle, Washington""; ""7.4 Case Study 4: Orange County, California""; ""7.5 Case Study 5: Blacksburg, Virginia"" 327 $a""Chapter 8.0: Future Research Work"" 410 0$aWERF Report Series 606 $aSewerage$zUnited States$xManagement 606 $aSanitary engineering$zUnited States 615 0$aSewerage$xManagement. 615 0$aSanitary engineering 676 $a363.6 700 $aSinha$b Sunil K.$01636825 702 $aAngkasuwansiri$b Thiti 702 $aThomasson$b Richard 712 02$aWater Environment Research Foundation, 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910824693503321 996 $aPredicting the remaining economic life of wastewater pipes$94086791 997 $aUNINA