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Predicting the remaining economic life of wastewater pipes ; Phase 1 development of standard data structure to support wastewater pipe condition and performance prediction /
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
London :
IWA Publishing : [distributor] Rittenhouse Book Distributors,
2011.
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| Colección: | WERF Report Series.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- ""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""
- ""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""
- ""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""
- ""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""
- ""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""