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EBOOKCENTRAL_ocn843210285 |
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OCoLC |
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20240329122006.0 |
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m o d |
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121106e201112uuenka o 000 0 eng |
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|a Nz
|b eng
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|c UV0
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|d OCLCO
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|a 904194315
|a 922995223
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|a 9781780403311
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|a 1780403313
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|a NZ1
|b 15906070
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|b BV044054535
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|a AU@
|b 000059572036
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|a (OCoLC)843210285
|z (OCoLC)904194315
|z (OCoLC)922995223
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|a TD523
|b S564 2010
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|a 628.1
|2 23
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|a UAMI
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|a Sinha, Sunil K.
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|a Predicting the remaining economic life of wastewater pipes ;
|b Phase 1 development of standard data structure to support wastewater pipe condition and performance prediction /
|c Sunil K. Sinha, Thiti Angkasuwansiri, Richard Thomasson.
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| 260 |
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|a London :
|b IWA Publishing :
|b [distributor] Rittenhouse Book Distributors,
|c 2011.
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| 300 |
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|a 1 online resource (120 pages) :
|b black and white, illustrations.
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a WERF Report Series
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| 500 |
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|a Electronic book text.
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| 500 |
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|a Epublication based on: 9781843393337.
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| 520 |
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|b Accurate prediction of wastewater pipe structural and functional deterioration plays an essential role in the utility asset management process and capital investment planning. The key to implementing an asset management strategy is a comprehensive understanding and prediction of asset condition and performance. The primary objective of this research is therefore to develop protocols and methods for predicting the remaining economic life of wastewater pipe assets. The limits of deterioration prediction capabilities are not in mathematical models or statistical analysis methods, but in lack of accurate and consistent data. This report presented the short-term phase-1 which has been completed with results from intensive literature reviews, various interviews with utilities, and pipe associations. In this phase, the research team investigated the life cycle of wastewater pipeline and identified the causes of pipe failure in different phases including design, manufacture, construction, operation and maintenance, and repair/rehabilitation/replacement. The Research team has prepared various modes and mechanisms of pipe failure in wastewater infrastructure system as well as identified environmental and societal consequences of the failure. After reviewing all relevant reports and utility databases, the research team has developed a set of standard pipe parameter list (data structure) and pipe data collection methodology. The data structure has been classified into Gold, Silver, Bronze and Wood standard.
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|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""
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| 505 |
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|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""
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| 505 |
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|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""
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| 505 |
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|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""
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| 505 |
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|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""
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| 590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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| 650 |
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0 |
|a Sewerage
|x Design and construction.
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| 650 |
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0 |
|a Water-pipes
|x Deterioration.
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| 650 |
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0 |
|a Water-pipes
|x Design and construction.
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| 650 |
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6 |
|a Tuyaux d'eau
|x Détérioration.
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| 650 |
|
7 |
|a Sewerage
|x Design and construction
|2 fast
|
| 650 |
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7 |
|a Water-pipes
|x Design and construction
|2 fast
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| 700 |
1 |
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|a Angkasuwansiri, Thiti.
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| 700 |
1 |
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|a Thomasson, Richard.
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| 758 |
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|i has work:
|a Predicting the remaining economic life of wastewater pipes (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCGj97BMhPpcQB48rG6BfpX
|4 https://id.oclc.org/worldcat/ontology/hasWork
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| 776 |
0 |
8 |
|i Print version:
|a Sinha, Sunil K.
|t Development of Protocols and Methods for Predicting the Remaining Economic Life of Wastewater Pipe Infrastructure Assets : Phase 1 (Development of Standard Data Structure to Support Wastewater Pipe Condition and Performance Prediction) : WERF Report SAM3R06.
|d London : IWA Publishing, ©1900
|z 9781843393337
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| 830 |
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0 |
|a WERF Report Series.
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| 856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=3120246
|z Texto completo
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| 938 |
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|a ProQuest Ebook Central
|b EBLB
|n EBL3120246
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| 938 |
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|a YBP Library Services
|b YANK
|n 11336051
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| 994 |
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|a 92
|b IZTAP
|
