Optimisation of Corrosion Control for Lead in Drinking Water Using Computational Modelling Techniques - Info and Reading Options

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Cover -- Contents -- Foreword -- Acknowledgements -- Disclaimers -- Executive Summary -- Chapter 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 -- (a) Project outline -- (b) Objectives -- (c) Benefits -- Chapter 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 -- (a) Introduction -- (b) Random daytime (RDT) sampling -- (c) 6 hours stagnation sampling -- (d) 30 minutes stagnation (30MS) sampling -- (e) Examples of model output -- Chapter 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 -- Chapter 4: Calibration and validation -- 4.1 INTRODUCTION -- 4.2 CALIBRATION -- 4.3 VALIDATION -- Chapter 5: Case study: City A (US) -- 5.1 BACKGROUND -- 5.2 CALIBRATION AND USE OF THE LEAD EMISSION MODEL -- (a) Lead pipe lengths and diameters -- (b) Non-lead pipe lengths and diameters -- (c) Water consumptions and patterns of use -- (d) Plumbosolvency factors -- (e) Other model inputs -- (f) Uncertainties -- (g) Premise plumbing -- 5.3 RESULTS -- (a) Matching predicted to observed LCR survey results -- (b) Orthophosphate dosing scenarios -- (c) Risk assessment -- 5.4 DISCUSSION -- 5.5 CONCLUSIONS

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