Menu Expand
Leak Detection

Leak Detection

Stuart Hamilton | Bambos Charalambous

(2013)

Additional Information

Book Details

Abstract

Ageing infrastructure and declining water resources are major concerns with a growing global population.  Controlling water loss has therefore become a priority for water utilities around the world. In order to improve efficiencies, water utilities need to apply good practices in leak detection. Leak Detection: Technology and Implementation assists water utilities with the development and implementation of leak detection programs. Leak detection and repair is one of the components of controlling water loss.  In addition, techniques are discussed within this book and relevant case studies are presented. This book provides useful and practical information on leakage issues.

Table of Contents

Section Title Page Action Price
Cover\r Cover
Contents v
About the Authors x
Principal Author x
Authors x
Contributing Authors x
Acknowledgements xi
Further acknowledgement xi
Chapter 1: Introduction\r 1
Chapter 2: The technology matrices\r 2
2.1 MAIN PIPELINES ONLY - HIGH PRESSURE\r 3
2.2 MAIN PIPELINES ONLY - LOW PRESSURE\r 3
2.3 DOMESTIC & MAINS FITTINGS - HIGH PRESSURE\r 4
2.4 DOMESTIC & MAINS FITTINGS - LOW PRESSURE\r 4
Chapter 3: Acoustic principles\r 5
3.1 HISTORY OF ACOUSTICS 5
3.2 PROPAGATION 6
3.3 RESONANCE 6
3.4 ATTENUATION 6
3.5 ACOUSTIC IMPEDANCE 7
Chapter 4: Leak detection technologies\r 8
4.1 METHOD A: GAS INJECTION METHOD 8
4.2 METHOD B: MANUAL LISTENING STICK 8
4.3 METHODS C AND D: LEAK NOISE CORRELATION 9
4.4 METHOD C: CORRELATION USING ACCELEROMETERS 10
4.5 METHOD D: CORRELATION USING HYDROPHONES 11
4.5.1 Technologies for leak noise correlation 13
4.5.1.1 Radio based correlator 13
4.5.1.2 Advantages and disadvantages of radio-based correlators\r 14
Advantages 14
Disadvantages 15
4.5.1.3 Multi-point correlating loggers 15
4.5.1.4 Advantages and disadvantages of multi-point correlating loggers 17
Chapter 5: Case studies\r 46
5.1 CASE STUDY: NEW BRAUNFELS UTILITIES (NBU), TEXAS, USA CUTS WATER LOSS BY 50% 46
5.1.1 Abstract 46
5.1.2 Introduction 46
5.1.3 Problem description 46
5.1.4 Solution provided 46
5.1.5 Results obtained 47
5.2 CASE STUDY: LIFT AND SHIFT’ LEAK MONITORING REDUCES LOSSES AND COSTS FOR VEOLIAWATER\r 47
5.2.1 Abstract 47
5.2.2 Introduction 47
5.2.3 Problem description 47
5.2.4 Solution provided 47
5.2.5 Results obtained 48
5.3 CASE STUDY: LEAK NOISE CORRELATOR AND GROUND MICROPHONE TECHNOLOGY USED IN ZIBO CITY, SHANDONG, CHINA TO PINPOINT LEAKS IN THEIR NETWORK\r 48
5.3.1 Abstract 48
5.3.2 Introduction 48
5.3.3 Problem description 48
5.3.4 Solution provided 49
5.3.5 Results obtained 49
5.4 CASE STUDY: REDUCING LEAKAGE AT THAMES WATER 49
5.4.1 Abstract 49
5.4.2 Introduction 49
5.4.3 Problem description 49
5.4.4 Solution provided 49
5.4.5 Results obtained 50
5.5 CASE STUDY: LEAK DETECTION FOR ANKARAWATER AND SEWERAGE ADMINISTRATION (ASKI) 51
5.5.1 Abstract 51
5.5.2 Introduction 51
5.5.3 Problem description 51
5.5.4 Solution provided 52
5.5.5 Results obtained 52
5.6 CASE STUDY: LEAK DETECTION PROGRAM IN MANILA, PHILIPPINES 53
5.6.1 Abstract 53
5.6.2 Introduction 53
5.6.3 Problem description 53
5.6.4 Solution provided 53
5.6.5 Results achieved 53
5.7 CASE STUDY: LONG DISTANCE LARGE PIPELINE INSPECTION 54
5.7.1 Abstract 54
5.7.2 Introduction 54
5.7.3 Problem description 55
5.7.4 Solution provided 55
5.7.5 Results obtained 55
5.8 CASE STUDY: POTABLE WATER PIPELINE INSPECTION IN NORTH AMERICA 56
5.8.1 Abstract 56
5.8.2 Introduction 56
5.8.3 Problem description 56
5.8.4 Solution provided 57
5.8.5 Results obtained 58
Chapter 6: Paper 1: Water balance - From the desk top to the field\r 59
Summary 59
6.1 INTRODUCTION 59
6.2 WATER AUDIT 60
6.3 ASSESSING LOSSES - IWAWATER BALANCE\r 61
6.4 CASE STUDY EXAMPLES\r 62
6.4.1 Top down approach 62
6.4.2 Bottom up audit - case study to show bottom up and top down comparisons\r 65
6.4.3 Benchmarking of non-revenue water 66
6.5 CONCLUSIONS 67
FURTHER READING 67
Chapter 7: Paper 2: Intermittent supply leakage nexus\r 68
Abstract 68
7.1 INTRODUCTION 68
7.2 WATER RESOURCES AT GREAT RISK 69
7.3 WATER LOSS MINIMISATION 70
7.4 THE WATER BOARD OF LEMESOS CASE STUDY \r 70
7.4.1 The distribution network 70
7.4.2 Water supply conditions 71
7.4.3 Effects of intermittent supply 72
7.4.4 Cost of intermittent supply 74
7.5 CONCLUSIONS 75
FURTHER READING 75
Chapter 8: Paper 3: The problem of leakage detection on large diameter mains\r 76
8.1 INTRODUCTION 76
8.2 BACKGROUND\r 77
8.2.1 Human ear frequency range 77
8.3 CASE STUDIES 77
8.4 LIFE OF A LEAK 79
8.5 HZ– LEAK NOISE 80
8.6 CONCLUSIONS 84
ACKNOWLEDGEMENTS 85
FURTHER READING 85
Chapter 9: Paper 4: Technology - How far can we go?† 86
9.1 INTRODUCTION 86
9.2 BACKGROUND 86
9.3 WHAT IS TECHNOLOGY? 87
9.4 ACTIVE LEAKAGE CONTROL 88
9.5 WATERPIPE 89
9.6 LEAKING 89
9.7 PRESSURE MANAGEMENT 89
9.8 SPEED AND QUALITY OF REPAIRS 90
9.9 RENEWAL OF PIPELINES 90
9.10 METHODOLOGIES IN REDUCING APPARENT LOSSES 90
9.11 METER ERROR - METER UNDER REGISTRATION\r 90
9.12 AUTOMATIC METER READING 90
9.13 SOFTWARE 91
9.14 COMMUNICATION SYSTEMS 91
9.15 SOFTWARE APPLICATIONS 92
9.16 INNOVATION IN THE FUTURE - \rCONCLUSIONS 92
FURTHER READING 93