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" Optimisation of corrosion control for lead in drinking water using computational modelling techniques / "
authors C.R. Hayes and T.N. Croft, collaborators A. Campbell [and others]
| Document Type
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BL
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| Record Number
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646802
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| Doc. No
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dltt
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| Main Entry
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Hayes, Colin, (Colin Raymond)
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| Title & Author
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Optimisation of corrosion control for lead in drinking water using computational modelling techniques /\ authors C.R. Hayes and T.N. Croft, collaborators A. Campbell [and others]
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| Publication Statement
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London ;New York :: IWA Publishing,, 2013
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| Series Statement
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Metals and related substances in drinking water series
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| Page. NO
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xvi, 59 pages :: illustrations ;; 28 cm
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| ISBN
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9781780404783
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: 1780404786
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| Bibliographies/Indexes
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Includes bibliographical references
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| Contents
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1. Introduction -- 1.1. Corrective Water Treatment for Reducing Lead in Drinking Water -- 1.2. Regulatory Background in the United States and the Need for Further Optimisation of Plumbosolvency Control -- 1.3. Regulatory Background in Canada and the Need for Further Optimisation of Plumbosolvency Control -- 1.4. Optimisation of Plumbosolvency Control in the United Kingdom and the Use of Computational Modelling Techniques -- 1.5. Project Outline, Objectives and Benefits -- ch. 2 Description of the computational compliance models -- 2.1. Introduction -- 2.2. The Single Pipe Model -- 2.3. The Zonal Modelling Framework -- 2.4. Simulating Sampling -- ch. 3 Simulation of water flow in a pipe using computational fluid dynamics -- 3.1. Introduction -- 3.2. The Fluid Flow Equations and Their Computational Solution -- 3.3.Comparison of Plug and Laminar Flow Along a Straight Pipe -- 3.4. Application of Volumetric Profiles -- ch. 4 Calibration and validation -- 4.1. Introduction -- 4.2. Calibration -- 4.3. Validation -- ch. 5 Case study: City A (US) -- 5.1. Background -- 5.2. Calibration and Use of the Lead Emission Model -- 5.3. Results -- 5.4. Discussion -- 5.5. Conclusions -- ch. 6 Case study: City B (CA) -- 6.1. Background -- 6.2. Calibration and Use of the Lead Emission Model -- 6.3. Results -- 6.4. Discussion -- 6.5. Conclusions -- ch. 7 Case study: City C (US) -- 7.1. Background -- 7.2. Assessment of Lead Data from Sequential Sampling Surveys -- 7.3. Lead Service Lines and Plumbosolvency Characterisation -- 7.4. Modelling -- 7.5. Discussion -- 7.6. Conclusions -- ch. 8 Investigations into sequential sampling -- 8.1. Introduction -- 8.2. Sequential Sampling Surveys in Cities A, B and C -- 8.3. Modelling Zonal Compliance -- 8.4. Using Reynold's Number -- 8.5. Modelling Sequential Sampling at a Single House -- ch. 9 Discussion -- 9.1. The Use of Modelling in the Optimisation of Plumbosolvency Control -- 9.2. Regulatory Aspects -- 9.3. Operational Aspects -- 9.4. Risk Assessment -- 9.5. The Way Forward -- ch. 10 Conclusions -- ch. 11 References
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| Subject
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Drinking water-- Lead content-- Data processing
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| Subject
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Water-pipes-- Corrosion-- Data processing
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| Dewey Classification
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363.61015118
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| LC Classification
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TD491.H39 2013
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TD491.H39 2013
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| Added Entry
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Croft, T. N
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Campbell, A
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