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| | 14 || [[Apendices: Appendices]] || 231 | | | 14 || [[Apendices: Appendices]] || 231 |
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− | ! # !! Title !! Page
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− | | 1 || [[Chapter_One:_Introduction|CHAPTER ONE: INTRODUCTION]] || 1
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− | | 2 || [[CHAPTER TWO: PROJECT PLANNING|CHAPTER TWO: PROJECT PLANNING]] || 17
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− | | 3 || [[CHAPTER THREE: WATER SOURCES ANALYSIS|CHAPTER THREE: WATER SOURCES ANALYSIS]] || 35
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− | | 4 || [[CHAPTER FOUR: WATER DEMAND ASSESSMENT|CHAPTER FOUR: WATER DEMAND ASSESSMENT]] || 56
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− | | 5 || [[CHAPTER FIVE: PIPELINES DESIGN|CHAPTER FIVE: PIPELINES DESIGN]] || 76
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− | | 6 || [[CHAPTER SIX: PUMPING SYSTEMS|CHAPTER SIX: PUMPING SYSTEMS]] || 91
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− | | 7 || [[CHAPTER SEVEN: WATER TREATMENT|CHAPTER SEVEN: WATER TREATMENT]] || 96
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− | | 8 || [[CHAPTER EIGHT: TREATMENT OF WATERS WITH SPECIAL CONTAMINANTS|CHAPTER EIGHT: TREATMENT OF WATERS WITH SPECIAL CONTAMINANTS]] || 148
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− | | 9 || [[CHAPTER NINE: DESIGN OF WATER STRUCTURES|CHAPTER NINE: DESIGN OF WATER STRUCTURES]] || 159
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− | | 10 || [[CHAPTER TEN: APPLICATION SOFTWARE|CHAPTER TEN: APPLICATION SOFTWARE]] || 203
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− | | 11 || [[CHAPTER ELEVEN: METERING|CHAPTER ELEVEN: METERING]] || 208
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− | | 12 || [[CHAPTER TWELVE: DESIGN STANDARDS AND SPECIFICATIONS|CHAPTER TWELVE: DESIGN STANDARDS AND SPECIFICATIONS]] || 217
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− | | 13 || [[CHAPTER THIRTEEN: ROLE OF STAKEHOLDERS IN DESIGN OF WATER SUPPLY PROJECTS|CHAPTER THIRTEEN: ROLE OF STAKEHOLDERS IN DESIGN OF WATER SUPPLY PROJECTS]] || 228
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− | | 14 || [[APENDICES: APPENDICES]] || 231
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− | |}
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− | TABLE OF CONTENTS
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− | |-
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− | ! # !! Title !! Page
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− | | 1 || [[Chapter_One:_Introduction|Chapter One: Introduction]] || 1
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− | | 2 || [[Chapter Two: Project Planning|Chapter Two: Project Planning]] || 17
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− | | 3 || [[Chapter Three: Water Sources Analysis|Chapter Three: Water Sources Analysis]] || 35
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− | | 4 || [[Chapter Four: Water Demand Assessment|Chapter Four: Water Demand Assessment]] || 56
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− | | 5 || [[Chapter Five: Pipelines Design|Chapter Five: Pipelines Design]] || 76
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− | | 6 || [[Chapter Six: Pumping Systems|Chapter Six: Pumping Systems]] || 91
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− | | 7 || [[Chapter Seven: Water Treatment|Chapter Seven: Water Treatment]] || 96
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− | | 8 || [[Chapter Eight: Treatment of Waters With Special Contaminants|Chapter Eight: Treatment of Waters With Special Contaminants]] || 148
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− | | 9 || [[Chapter Nine: Design of Water Structures|Chapter Nine: Design of Water Structures]] || 159
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− | | 10 || [[Chapter Ten: Application Software|Chapter Ten: Application Software]] || 203
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− | | 11 || [[Chapter Eleven: Metering|Chapter Eleven: Metering]] || 208
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− | | 12 || [[Chapter Twelve: Design Standards and Specifications|Chapter Twelve: Design Standards and Specifications]] || 217
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− | | 13 || [[Chapter Thirteen: Role of Stakeholders in Design of Water Supply Projects|Chapter Thirteen: Role of Stakeholders in Design of Water Supply Projects]] || 228
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− | | 14 || [[Apendices: Appendices]] || 231
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− | |}
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− | ! Chapter #!! Chapter Title!! Page
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− | | i || LIST OF SPECIAL COMMITTEE MEMBERS || V
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− | | 1|| CHAPTER ONE: INTRODUCTION || 1
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− | | 1.1|| Global Considerations on Water Supply and Sanitation || 1
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− | | 1.1.1 || Global Considerations on Water Supply and Sanitation || 1
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− | | 1.1.2 || Climate Change and Resilience to Climate Change || 2
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− | | 1.1.3 || Public-Private Partnership in Water Supply and Sanitation Projects in Developing Countries || 3
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− | | 1.1.4 || International Water Law || 4
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− | | 1.2 || Development Agenda and Water and Sanitation Sector in Tanzania || 5
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− | | 1.2.1 || National Water Policy || 7
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− | | 1.2.2|| Legal and Institutional Framework for Water Supply and Sanitation Services || 8
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− | | 1.2.3 || Coverage and Access to Water Supply Services || 9
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− | | 1.2.4|| Policy Environment for Water and Sanitation Services in Tanzania || 9
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− | | 1.2.5 || Major Stakeholders in Water Supply and Sanitation Projects || 10
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− | | 1.2.6 || Water Supply and Sanitation Public Private Partnership in Tanzania || 11
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− | | 1.3 || Rationale for Preparation of the Fourth Edition DCOM Manual || 13
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− | | 1.4 || About the Fourth Edition of the DCOM Manual || 13
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− | | 1.5 || Organisation of the 4th edition of the DCOM Manual || 14
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− | | 1.6 || Purpose of this Volume || 14
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− | | 1.7 || References || 15
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− | |-
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− | | Example || Example || Example
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− | | Example || Example || Example
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− | | Example || Example || Example
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− | | Example || Example || Example
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− | |}
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− | * CHAPTER TWO 17
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− | * PROJECT PLANNING 17
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− | * 2.1 Planning Considerations for Water Supply Projects 17
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− | * 2.2 Project Planning Steps 18
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− | * 2.3 Pump Protection 18
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− | * 2.3.1 Initiation 18
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− | * 2.3.1.1 Community Assessment Steps 20
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− | * 2.3.1.2 Methods of conducting community assessment 20
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− | * 2.3.1.2.1 Comprehensive community assessment 20
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− | * 2.3.1.2.2 Strategic community assessment 20
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− | * 2.3.2 Pre-feasibility Study 21
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− | * 2.3.3 Feasibility Study 21
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− | * 2.3.3.1 Water Supply Projects Ranking and Technology Selection Criteria 22
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− | * 2.3.3.1.1 Ranking of Projects 22
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− | * 2.3.3.1.2 Choice of Technology 23
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− | * 2.3.4 Preliminary and Detailed Design 23
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− | * 2.3.4.1 Detailed Engineering Drawings 24
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− | * 2.3.4.2 Detailed estimates of capital costs 24
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− | * 2.3.4.3 Detailed estimates of recurrent costs 24
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− | * 2.3.4.4 Anticipated revenue 25
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− | * 2.3.4.5 Detailed design report 25
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− | * 2.3.4.6 Project write-up to be submitted to potential financiers 25
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− | * 2.3.5 Project Phasing 25
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− | * 2.3.6 Procurement 26
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− | * 2.3.6.1 2.2.6.1 Preparation of Tender Documents 26
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− | * 2.3.6.2 Tendering process 27
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− | * 2.3.7 Implementation/Construction Stage 27
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− | * 2.3.7.1 Contract Management 27
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− | * 2.3.7.2 Contract supervision and administration 27
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− | * 2.3.8 Operation and Maintenance Stage 28
| |
− | * 2.3.9 Performance Monitoring 28
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− | * 2.4 Consulting the Integrated Water Resources Management and Development (IWRMD) Plans 28
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− | * 2.4.1 Status of Development and Implementation of IWRMD Plans 29
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− | * 2.4.2 Components of IWRMD Plans 30
| |
− | * 2.5 Consult Guidelines for Preparation of Water Safety Plans - Resilient to Climate Change 30
| |
− | * 2.6 Environmental and Social Impact Assessment Compliance 30
| |
− | * 2.6.1 Procedures for Conducting ESIA in Tanzania 31
| |
− | * 2.6.2 Strategic Environmental and Social Assessment (SESA) Compliance 31
| |
− | * 2.7 Potential Impacts of Climate Change on Water Supply Projects 32
| |
− | * 2.8 Participation of Community Based Water Supply Organizations (CBWSO) in Various Planning Stages 32
| |
− | * 2.9 References 32
| |
− | * CHAPTER THREE 35
| |
− | * WATER SOURCES ANALYSIS 35
| |
− | * 3.1 Availability of Water Resources in Tanzania Mainland 35
| |
− | * 3.2 Water Sources Available in Tanzania Mainland 38
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− | * 3.2.1 Rainwater and fog harvesting 39
| |
− | * 3.2.2 Surface Water 39
| |
− | * 3.2.2.1 Rivers or streams 39
| |
− | * 3.2.2.2 Impoundments 39
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− | * 3.2.2.3 Springs 39
| |
− | * 3.2.2.4 Lakes 39
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− | * 3.2.2.5 Dams 40
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− | * 3.2.3 Groundwater 40
| |
− | * 3.2.3.1 Infiltration galleries/wells 40
| |
− | * 3.2.3.2 Well 40
| |
− | * 3.2.3.3 Classification of wells based on the aquifer tapped 41
| |
− | * 3.2.3.3.1 Shallow wells 41
| |
− | * 3.2.3.3.2 Deep wells 41
| |
− | * 3.2.3.3.3 Artesian wells 41
| |
− | * 3.3 Quality Suitability of Water Sources for Water Supply Projects 42
| |
− | * 3.4 Pilot Testing of Water Sources for Establishment of Appropriate Treatment 42
| |
− | * 3.5 General Considerations for Selection of Water Sources 42
| |
− | * 3.5.1 Adequacy and reliability 42
| |
− | * 3.5.2 Quality of water sources 43
| |
− | * 3.5.3 Technical Requirements 43
| |
− | * 3.5.4 Cost implications to develop a water source 43
| |
− | * 3.5.5 Protection of water sources 43
| |
− | * 3.5.6 Legal and management requirements 44
| |
− | * 3.5.7 Distance of water supply source 44
| |
− | * 3.5.8 Topography of the project area and its surroundings 44
| |
− | * 3.5.9 Elevation of a source of water supply 44
| |
− | * 3.6 Determination of water source yield 44
| |
− | * 3.6.1 Rainwater and fog harvesting 45
| |
− | * 3.6.1.1 Rainwater harvesting 45
| |
− | * 3.6.1.1.1 Types of rainwater harvesting 45
| |
− | * 3.6.1.1.2 Components of rainwater harvesting system 46
| |
− | * 3.6.1.1.3 Estimation of the yield 47
| |
− | * 3.6.2 Hydrological Analysis of Surface Waters 47
| |
− | * 3.7 Other considerations for various water sources 55
| |
− | * 3.7.1 Water permits Considerations 55
| |
− | * 3.7.2 Conservation of water sources 55
| |
− | * 3.8 References 55
| |
− | * CHAPTER FOUR 56
| |
− | * WATER DEMAND ASSESSMENT 56
| |
− | * 4.1 Water Demand Assessment 56
| |
− | * 4.2 General Factors Affecting Water Demand Assessment 57
| |
− | * 4.3 Determination of Water Demand for Different Uses 58
| |
− | * Step 7. Establish Net Water Demand 67
| |
− | * Step 9: Establish Operational water consumption 67
| |
− | * Step 10: Establish System water losses 68
| |
− | * Step 11 Establish Non-Revenue Water 69
| |
− | * 4.4 Variations in Water Consumption 70
| |
− | * 4.4.1 Definitions 70
| |
− | * 4.4.2 Variation in the Rate of Consumption 71
| |
− | * 4.4.2.1 Diurnal variation in demand 71
| |
− | * 4.4.3 Peak Factors 72
| |
− | * 4.4.4 Predicting Demand 74
| |
− | * 4.4.5 Design Demand 75
| |
− | * 4.5 References 75
| |
− | * CHAPTER FIVE 76
| |
− | * PIPELINES DESIGN 76
| |
− | * 5.1 Design Requirements of pipelines 76
| |
− | * 5.2 Types of pipelines 76
| |
− | * 5.3 Security considerations for pipelines 76
| |
− | * 5.3.1 Methods of water transmission and distribution 76
| |
− | * 5.3.2 Gravity flow 77
| |
− | * 5.3.3 Pumping with storage 77
| |
− | * 5.3.4 Direct pumping to the distribution system 77
| |
− | * 5.4 Pipeline Hydraulics Assessment 77
| |
− | * 5.4.1 Pressure 77
| |
− | * 5.4.2 Determination of Head Losses 77
| |
− | * 5.5 Water supply transmission system 79
| |
− | * 5.5.1 Determination of Transmission Pipe Size 79
| |
− | * 5.5.2 Maximum Pressure 79
| |
− | * 5.6 Distribution system 80
| |
− | * 5.6.1 Branched System 80
| |
− | * 5.6.2 Looped System 81
| |
− | * 5.7 Pipe network analysis 82
| |
− | * 5.7.1 Network analysis by Conventional method (Hardy Cross) 82
| |
− | * 5.7.2 Network Analysis by Computer Software 82
| |
− | * 5.7.2.1 EPANET Software 82
| |
− | * 5.7.3 Pipeline design criteria 85
| |
− | * 5.8 Pipeline materials selection 86
| |
− | * 5.8.1 Considerations in Selecting Pipeline Materials 86
| |
− | * 5.8.1.1 Flow Characteristics 86
| |
− | * 5.8.1.2 Pipe Strength 86
| |
− | * 5.8.1.3 Durability 87
| |
− | * 5.8.1.4 Type of Soil 87
| |
− | * 5.8.1.5 Availability 87
| |
− | * 5.8.1.6 Cost of Pipes 87
| |
− | * 5.8.2 Types of Pipe Materials Available 87
| |
− | * 5.8.2.1 Galvanized Iron (GI) Pipes 87
| |
− | * 5.8.2.2 Plastic Pipes 87
| |
− | * 5.9 Appurtenances for transmission and distribution mains 88
| |
− | * 5.9.1 Valves 89
| |
− | * 5.9.1.1 Isolation Valves 89
| |
− | * 5.9.1.2 Check Valves 89
| |
− | * 5.9.1.3 Float Valves 89
| |
− | * 5.9.1.4 Air Release Valves 89
| |
− | * 5.9.1.5 Pressure Reducing Valves 89
| |
− | * 5.9.1.6 Washout valves 89
| |
− | * 5.9.2 Fittings 89
| |
− | * 5.10 References 90
| |
− | * CHAPTER SIX 91
| |
− | * PUMPING SYSTEMS 91
| |
− | * 6.1 Introduction 91
| |
− | * 6.2 Rationale 91
| |
− | * 6.3 Common Types of Pumps used in water supply 91
| |
− | * 6.4 Pumping System Setup 91
| |
− | * 6.5 Source of Pumping Power 92
| |
− | * 6.6 Pumping system design pump selection 92
| |
− | * 6.7 Pump Protection 95
| |
− | * 6.8 References 95
| |
− | * CHAPTER SEVEN 96
| |
− | * WATER TREATMENT 96
| |
− | * 7.1 Introduction 96
| |
− | * 7.1.1 Classification of the qualities of water sources found in Tanzania according to the complexity of its treatment 96
| |
− | * 7.1.2 Classification of Unit Operations to achieve water treatment levels 99
| |
− | * 7.2 Recommended overall design approach for treatment plant components 99
| |
− | * 7.3 Documents and websites consulted and those which are hyper-linked to the DCOM Manual 100
| |
− | * 7.4 Water treatment design considerations 100
| |
− | * 7.5 Water treatment levels and units 101
| |
− | * 7.5.1 Pre-treatment 101
| |
− | * 7.5.1.1 Scum and Floating Materials Skimmer 101
| |
− | * 7.5.1.2 Screening or straining 101
| |
− | * 7.5.1.3 Grit Removal 103
| |
− | * 7.5.1.3.1 Design criteria 103
| |
− | * 7.5.1.4 Sand Traps 105
| |
− | * 7.5.1.5 Pre-chlorination 107
| |
− | * 7.5.1.6 Water pre-conditioning (pH adjustment) 108
| |
− | * 7.5.2 Primary Treatment 108
| |
− | * 7.5.2.1 Sedimentation 108
| |
− | * 7.5.2.2 Primary Filtration 114
| |
− | * 7.5.2.2.1 Slow Sand Filtration 114
| |
− | * 7.5.2.2.2 Rapid Gravity Sand Filtration 117
| |
− | * 7.5.2.2.3 Comparison between Slow Sand Filters and Rapid Sand Filters 118
| |
− | * 7.5.2.2.4 Other Types of Filters 119
| |
− | * 7.5.2.3 Floatation 124
| |
− | * 7.5.2.3.1 Dissolved-Air Floatation 124
| |
− | * 7.5.2.3.2 Electrolytic Floatation 125
| |
− | * 7.5.2.3.3 Dispersed-Air Floatation 125
| |
− | * 7.5.2.4 Aeration 125
| |
− | * 7.5.2.4.1 Falling Water Aerators 126
| |
− | * 7.5.2.4.2 Spray Aerators 127
| |
− | * 7.5.3 Secondary Treatment 130
| |
− | * 7.5.3.1 Clarification 130
| |
− | * 7.5.3.2 Coagulation 130
| |
− | * 7.5.3.3 Flocculation 131
| |
− | * 7.5.3.4 Filtration 131
| |
− | * 7.5.4 Tertiary Treatment 132
| |
− | * 7.5.4.1 Disinfection 132
| |
− | * 7.5.4.1.1 Disinfection Methods 132
| |
− | * 7.5.4.1.2 Chlorinators 132
| |
− | * 7.5.4.1.3 Design considerations for chlorinators 133
| |
− | * 7.5.4.2 Ozonation 133
| |
− | * 7.5.4.3 Water softening 134
| |
− | * 7.5.4.3.1 Methods of Softening 135
| |
− | * 7.5.4.4 Defluoridation of Water 139
| |
− | * 7.5.4.4.1 Fluorides 139
| |
− | * 7.5.4.4.2 Defluoridation 139
| |
− | * 7.5.4.5 Water Conditioning 141
| |
− | * 7.5.5 Managemen
| |