Scribd
Upload
3 views1 page

Water Supply Advisory - 4

The document outlines guidelines for transitioning from intermittent to 24x7 decentralized urban water supply systems in India. It includes sections on the current status of water supply, design parameters, hydraulic modeling, and the necessary planning and strategies for successful implementation. Key topics covered are the disadvantages of intermittent supply, the need for guidelines, and the integration of GIS with hydraulic models.

Uploaded by

anirban das
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
3 views1 page

Water Supply Advisory - 4

The document outlines guidelines for transitioning from intermittent to 24x7 decentralized urban water supply systems in India. It includes sections on the current status of water supply, design parameters, hydraulic modeling, and the necessary planning and strategies for successful implementation. Key topics covered are the disadvantages of intermittent supply, the need for guidelines, and the integration of GIS with hydraulic models.

Uploaded by

anirban das
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 1

Table of Content

Foreword
Preface
Executive Summary
Table of Contents (i)
List of Figures (iv)
List of Tables (vi)
Abbreviations (vii)

Chapter 1: Introduction 1-7


1.1 The Concept of Decentralised Urban Water Supply System 1
1.2 Present Status of Water Supply in India 1
1.3 Disadvantages of Intermittent Water Supply 2
1.4 Reasons for Intermittent Water Supply 3
1.5 Shifting from Intermittent to 24x7 Water Supply 4
1.6 Need of the Guidelines 4
1.7 Planning and Design 5
1.7.1 Conversion of Intermittent to 24x7 Water
Supply System 5
1.7.2 Strategy 5
1.8 Activity Chart for Change of Mode 6
1.9 Outcomes 7
1.10 Cost of Conversion 7

Chapter 2: Design Parameters 8-26


2.1 Data for Design 8
2.1.1 General Data 8
2.1.2 Collection of Available Data 8
2.2 GIS Mapping 9
2.3 Customer’s Underground Tank 9
2.4 Break Pressure Tank and Master Balancing Reservoir 9

Chapter 3: Hydraulic Model 27-33


3.1 Hydraulic Modelling 27
3.2 Requirement of Hydraulic Model 27
3.3 Happening Inside Hydraulic Model 27
3.4 Integration of GIS with Hydraulic Mode 28
3.4.1 Creation of GIS Base Map and Existing 28
Infrastructure
3.4.1.1 Creation of Base Map 28
3.4.1.2 Locating Existing Infrastructure on Base Map 29
3.4.2 Network Software Component 30
3.5 Building a Model 30
3.5.1 Combining Existing and New Pipes 31
3.5.2 Assigning Elevations and Demand to Nodes 31
3.5.3 New Reservoirs 31
3.6 Creating Operational Zones and DMA 31
3.7 Adding Isolation Valves 31
3.8 Scenario Management 32
i

You might also like