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170911s2018 enk ob 001 0 eng d |
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|a N$T
|b eng
|e rda
|e pn
|c N$T
|d IDEBK
|d EBLCP
|d N$T
|d OPELS
|d OCLCF
|d MERER
|d OCLCQ
|d YDX
|d UPM
|d D6H
|d U3W
|d ITD
|d OCLCQ
|d S2H
|d OCLCO
|d VT2
|d OCLCQ
|d OCLCO
|d K6U
|d OCLCQ
|d SFB
|d OCLCQ
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|a 1003492466
|a 1235824209
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|a 9780128136539
|q (electronic bk.)
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|a 0128136537
|q (electronic bk.)
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|z 9780128136522
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|z 0128136529
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|a (OCoLC)1003284630
|z (OCoLC)1003492466
|z (OCoLC)1235824209
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|a TD481
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|a TEC
|x 010000
|2 bisacsh
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|a 628.1/44
|2 23
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|a Urban water distribution networks :
|b assessing systems vulnerabilities, failures, and risks /
|c Symeon E. Christodoulou, Michalis Fragiadakis, Agathoklis Agathokleous, Savvas Xanthos.
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|a Oxford, United Kingdom ;
|a Cambridge, MA :
|b Butterworth-Heinemann,
|c [2018]
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300 |
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|a 1 online resource
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Includes bibliographical references and index.
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|a Front Cover; Urban Water Distribution Networks; Copyright; Contents; List of Figures; List of Tables; About the Authors; Preface; Acknowledgments; Book Organization; List of Acronyms; 1 Introduction; 1.1 Introduction; 1.2 Why the Need for Vulnerability Assessment of Water Distribution Networks?; 1.3 Current Operations & Management Practices for Water Distribution Networks; 1.3.1 Management Model Proposed by the International Water Association (IWA); District Metered Area (DMA); Subdistrict Metered Area (Sub-DMAs); Data Loggers and Modeling; 1.4 Water Losses; 1.4.1 Nonrevenue Water
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|a 1.5 Management of Real Losses1.5.1 Leakage Assessment; Top-Down Approach; Bottom-Up Approach; Component Analysis; 1.6 Nonseismic and Seismic Vulnerability Assessment of WDNs: State of Knowledge; 1.6.1 Nonseismic Vulnerability Assessment; 1.6.2 Seismic Vulnerability Assessment; 1.7 Concluding Remarks; 2 Vulnerability Assessment of Water Distribution Networks Under Normal (Continuous Water Supply, CWS) Operating Conditions and Nonseismic Loads; 2.1 Introduction; 2.2 Vulnerability-Related Database Management System for Water Distribution Networks; 2.2.1 Overview; 2.2.2 State of Knowledge
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|a 2.2.3 DBMS Architecture Important Input Data; 2.3 Mathematical Modeling; 2.3.1 State of Knowledge; De ning the Problem; Relevant Studies in the Literature; Rehabilitation-Oriented Models; Decision Support Models Targeting the Condition Level; WDN Monitoring Models; Models Targeting Speci c Parts of WDNs; Models Studying the Behavior of WDN Under Abnormal Conditions; Discussion on Literature Review; 2.3.2 Selection of Mathematical Methodology; Statistical Analysis; Survival Analysis; Kaplan-Meier Estimator; Hazard Ratio; 2.3.3 Novelty of the Proposed Mathematical Model
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|a Type of Data Used for the Development of the Mathematical Model Level of Analysis; Intermittent Water Supply (IWS); 2.3.4 Dataset of the WBN; Classes of Pipes and Categories of Analysis; Data Strati cation for Analysis at the Street Level and at the Segment Level; Data Clustering; Assumptions in the Analysis; 2.4 Results; 2.4.1 Statistical Analysis; Dataset; Data Distribution per DMA; Data Distribution per Street; Data Distribution per Segment; Temporal Resolution of the Dataset; 2.4.2 Survival Analysis; Survival Analysis Example
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|a Comments on the Results From the Survival Analysis Example Street Level Analysis; Survival Analysis of the Distribution System Model; Survival Analysis for the Pipeline Network Model; Survival Analysis of the Pipeline Model; Regression Analysis of the Pipeline Model; Segment Level Analysis; Survival Analysis of the Pipeline Network at the Street Level; Survival Analysis of the Pipeline Network at the Segment Level; 2.4.3 Sensitivity Analysis; Birth Date Assignment to Elements; Number of Previous Breaks; Water Main Class of the Pipeline Model; Birth Date Shifting; Different Initial NOPB
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|a Vendor-supplied metadata.
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|a Urban Water Distribution Networks: Assessing Systems Vulnerabilities and Risks provides a methodology for a system-wide assessment of water distribution networks (WDN) based on component analysis, network topology and, most importantly, the effects of a network's past performance on its seismic and/or non-seismic reliability. Water distribution networks engineers and system designers face multiple operational issues in delivering safe and clean potable water to their customers.
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650 |
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|a Water
|x Distribution.
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650 |
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|a Municipal water supply
|x Management.
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650 |
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6 |
|a Eau
|x Distribution.
|0 (CaQQLa)201-0008912
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650 |
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6 |
|a Eau
|0 (CaQQLa)201-0026211
|x Approvisionnement urbain
|0 (CaQQLa)201-0026211
|x Gestion.
|0 (CaQQLa)201-0380063
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650 |
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7 |
|a TECHNOLOGY & ENGINEERING
|x Environmental
|x General.
|2 bisacsh
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650 |
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7 |
|a Municipal water supply
|x Management.
|2 fast
|0 (OCoLC)fst01029503
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650 |
|
7 |
|a Water
|x Distribution.
|2 fast
|0 (OCoLC)fst01171185
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700 |
1 |
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|a Christodoulou, Symeon,
|e editor.
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700 |
1 |
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|a Fragiadakis, Michalis,
|e editor.
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700 |
1 |
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|a Agathokleous, Agathoklis,
|e editor.
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700 |
1 |
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|a Xanthos, Savvas,
|e editor.
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776 |
0 |
8 |
|i Print version:
|t Urban water distribution networks.
|d Oxford, United Kingdom ; Cambridge, MA : Butterworth-Heinemann, [2018]
|z 0128136529
|z 9780128136522
|w (OCoLC)974024005
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856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780128136522
|z Texto completo
|