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Internal Corrosion Control of Water Supply Systems

Internal Corrosion Control of Water Supply Systems

Colin Hayes

(2012)

Additional Information

Book Details

Abstract

Part of Metals and Related Substances in Drinking Water Set - buy all five books together to save over 30%!  
This Code of Practice is concerned with metal pick-up by drinking water within the water supply chain, particularly from water mains and from domestic and institutional pipe-work systems. The principal metals of interest are copper, iron, and lead, and to a lesser extent nickel and zinc. The emphasis is on cold drinking water at its point of use by consumers. Metals arising from water sources and hot water systems are not considered. 
The intention is that this Code of Practice establishes an international standard for the control of internal corrosion of water supply systems. It provides a basis for identifying both problems and sustainable solutions in a manner which is sound scientifically and will help operators to achieve due diligence. It provides a template for improving internal corrosion control in countries, cities or towns where this has been neglected or poorly implemented. Internal Corrosion Control of Water Supply Systems is deliberately brief in its presentation of a wide array of complex information, in order to provide direction to practitioners that can be more easily related to their specific circumstances. The book also provides a series of check-lists and criteria to be used in risk assessment. 
Editor: Dr Colin R Hayes, University of Swansea, UK, Chair of IWA Specialist Group on Metals and Related Substances in Drinking Water. 

Table of Contents

Section Title Page Action Price
Cover page 1
Half-title page 2
Title page 3
Copyright page 4
Contents 5
About the Code of Practice 9
Authors 10
Review Panel 11
Glossary 12
Disclaimers 13
Foreword 14
Part A 16
Code of Practice 16
Chapter 1 17
Introduction 17
1.1 SCOPE 17
1.2 PURPOSE 17
1.3 APPLICATION AND CONTENT 17
Chapter 2 19
Identifying internal corrosion control needs 19
2.1 GAINING A SYSTEM OVERVIEW 19
2.2 EVIDENCE OF INTERNAL CORROSION PROBLEMS 20
2.3 REGULATORY COMPLIANCE 25
Chapter 3 26
Selecting appropriate control measures 26
3.1 PLANNING 26
3.2 PH OPTIMISATION 27
3.3 SELECTING A CORROSION INHIBITOR 28
3.4 OPTIMISING THE DOSING OF CORROSION INHIBITORS 29
3.5 PIPE REPLACEMENT 30
3.6 CONTROLLING THE USE OF METAL MATERIALS 31
3.7 CONTROLLING THE RATIO OF WATER FROM DIFFERENT SOURCES 32
Additional reference 32
Chapter 4 33
Implementing a monitoring programme 33
Chapter 5 35
Risk assessment 35
Chapter 6 36
On-going management 36
Chapter 7 37
Key references 37
Part B 38
Supporting Information 38
Appendix 1 39
Sampling methods and regulatory compliance 39
A1.1 SAMPLING METHODS USED IN COMPLIANCE ASSESSMENT 39
A1.2 SAMPLING METHODS USED AT INDIVIDUAL PREMISES IN RISK ASSESSMENT 41
A1.3 SEQUENTIAL SAMPLING OF PREMISE PLUMBING 41
A1.4 SUPPLEMENTARY OPERATIONAL MONITORING 43
Additional reference 43
Appendix 2 44
Corrosion testing 44
A2.1 TESTING OF METALLIC MATERIALS 44
Additional reference 44
A2.2 LABORATORY PLUMBOSOLVENCY TESTING 44
Additional references 45
A2.3 LEAD PIPE TEST RIGS 45
Additional references 46
A2.4 THE NATURE OF PB(II) AND PB(IV) LEAD CORROSION DEPOSITS AND THEIR RELEVANCE TO SOLUBILITY 46
Additional references 47
A2.5 GALVANIC CORROSION TESTING 48
Bench-Scale Test 48
Pilot-Scale Test 49
Additional references 49
Appendix 3 50
Compliance modelling 50
Additional references 52
Appendix 4 53
Definition of the term \"optimisation” as it relates to the control of lead in drinking water 53
A4.1 BACKGROUND 53
A4.2 BEST AVAILABLE TECHNIQUES NOT ENTAILING EXCESSIVE COST (BATNEEC) 54
A4.3 A GENERIC DEFINITION OF THE TERM \"OPTIMISATION” AS IT RELATES TO THE CONTROL OF LEAD IN DRINKING WATER 55
Appendix 5 56
Protocols for the optimisation of corrosion control treatment to minimise lead in drinking water 56
INTRODUCTION 56
A. SCIENCE BASED 56
Step 1 Confirm need for optimisation 56
Step 2 Investigate the nature of lead corrosion deposits 57
Step 3 Laboratory plumbosolvency testing 57
Step 4 Compliance modelling to identify optimum treatment conditions 58
Step 5 Implementation and performance appraisal 58
B. TRIAL BASED 59
Step 1 Confirm need for optimisation 59
Step 2 Selection of anticipated optimum treatment conditions 59
Step 3 Implementation and performance appraisal 59
C. GENERIC 59
Appendix 6 61
Protocols for the optimisation of corrosion control for copper, iron, nickel and zinc in drinking water 61
6.1 COPPER 61
Step 1 Confirm need for optimisation 61
Step 2 Determine possible optimisation measures 62
Step 3 Implementation and performance appraisal 62
6.2 IRON 63
Step 1 Confirm need for optimisation 63
Step 2 Determine possible optimisation measures 64
Step 3 Implementation and performance appraisal 64
Additional reference 65
6.3 NICKEL 65
6.4 ZINC 65
Appendix 7 67
Design of pipework systems in buildings 67
Additional references 70
Appendix 8 71
Partial lead service line replacement with copper pipe and galvanic corrosion 71
Additional references 73
Appendix 9 74
Internal corrosion control in small supplies 74
Additional reference 75
Part C 76
Check Lists and Criteria for Risk Assessment 76
Introduction 77
PROFORMA C1 ADMINISTRATIVE INFORMATION AND QUALITY ASSURANCE 78
PROFORMA C2 WATER SUPPLY SYSTEM SUMMARY 79
PROFORMA C3 WATER QUALITY: GENERAL RISK ASSESSMENT 80
Parameter: pH 80
Parameter: alkalinity 80
Parameter: chloride 81
Parameter: chloride/alkalinity ratio (dezincification) 81
Parameter: sulphate 81
Parameter: chloride/sulphate ratio (galvanic corrosion) 82
Parameter: total organic carbon 82
Parameter: iron 83
Parameter: temperature 84
Over-all conclusions concerning water quality: 84
PROFORMA C4 PLUMBOSOLVENCY CONTROL 85
Regulatory compliance 85