TY  - BOOK
AU  - Karen, R. D.
AU  - Bandopadhyay, Saswat (Guide)
TI  - Feasibility study of 24*7 water supply in Indian cities : a case of Ahmedabad city (Also available on CD) 
U1  - P TH-0979 
PY  - 2007///
N1  - Executive Summary    Chapter I: Introduction   1.1  Introduction  1 1.2  Background  2 1.3  Global Scenario  3 1.4   Indian Scenario  4 1.5  Need of continuous system  5 1.6  Research Questions  6 1.7  Aim  7 1.8  Objectives and Focus of the Research  7 1.9  Scope and Limitations:  7 1.10  Methodology  7 1.11  Report Structure  8 Chapter II: Literature Review   2.1  Literature Review  9 2.2  Vision: 24x7 Supply for Urban India  by 2015  12 2.3  Roadmap for 24x7 supply  12 2.4  Adoption of the strategy:  13   2.4.1  Find out Key Issues  13   2.4.2  Decision on the Key Issues:  14   2.4.3  Strategy Preparation:  14 2.5  Confirmation of the strategy  14 2.6  Water Demand Management  15 2.7  Water demand management by Water Conservation programme  15   2.7.1  Case study-1; Durham, North  Carolina  15   2.7.2  Case study-2; Southwest Florida  16   2.7.3  Case study-3; Santa Barbara County, California  16   2.7.4  Case study-4; Town of Carry, North Carolina  16   2.7.5  Education Programs by American Water Works Association  17 2.8    By managing the water losses in the system network  17 2.9  Managing leakage by District Metered Areas:  20   2.9.1  Introduction of District Meter Area:   20   2.9.2  The role of DMA management   21   2.9.3  Estimating of leakage -The Concept  22 2.10  Demand management by Institutionalize measure  24   2.10.1  Pricing and Cost Recovery  24   2.10.2  Assess Household Willingness to Pay (WTP)  24   2.10.3  The Contingent Valuation Method  25   2.10.4  Willingness to Pay Assessment In India  26   2.10.5  Contradiction  27 Chapter III: Case Study   3.1  Background  28 3.2  Case Study -I  - Hyderabad   28   3.2.1  City Profile  28   3.2.2  Water supply Performance  30   3.2.3  HMWSSB`s Goal  30   3.2.4  Case Study -1 -Kukatpally 9th Phase colony area  31   3.2.5  Case study -2 - Adikmet Area  32   3.2.6  Water Infrastructure   33   3.2.7  Criteria for Selecting Pilot Area   34   3.2.8  Setting up a District Metering Area  35   3.2.9  Essential Implementing Steps to be involved  36   3.2.10  Source of Water and Distribution  36   3.2.11  Storage capacity, Water Distribution and Pumping  36   3.2.12  Operating System  37   3.2.13  Unaccounted-for-water through Metering  37   3.2.14  Formation of UFW division  38   3.2.15  Installation of Improved Consumer Meters  40   3.2.16  Reduction in Transmission System Losses  41   3.2.17  Updating Consumer Database  43   3.2.18  Liaisons with other Public Bodies  43   3.2.19  Pressure Management   45   3.2.20  100% safe water concept  46   3.2.21  Conservation Consciousness   46   3.2.22  Tariffs for Water Supply in HMWS&SB  47 3.3  Case Study II -Delhi     3.3.1  General practice  47   3.3.2  Rapid Diagnosis Assessment  48   3.3.3  Theme  48   3.3.4  Water balances   48   3.3.5  Roadmap  49   3.3.6  Caution:  49   3.3.7  Benefit:  50   3.3.8  Establishment of District Meter Areas  50   3.3.9  Pressure management:  50   3.3.10  Active Leakage Control (ALC) policy  51 3.4  Case Study-III -Phnom Penh Water Works Agency  51   3.4.1  General Information  51   3.4.2  Urbanization of Phnom Penh   51   3.4.3  Background of Phnom Penh Water Supply Authority  51   3.4.4  Situation of P.P.W.S.A in 1993   52   3.4.5  Commercial Situation of PPWSA:   52   3.4.6  Financial Situation   53   3.4.7  Remedial Actions   53   3.4.8  Change by reforms  57 3.5  Opinions from Experts  58   3.5.1  Important steps to be followed   59   3.5.2  Common Strategy   59 3.6    Conclusions  60   3.6.1  Component for 24x7 Water Supply Systems  60   3.6.2  City Remedies:  61 Chapter  IV: Study Area   4.1  About Ahmedabad Water supply  63 4.2  Status of Water supply  64   4.2.1  Future requirement  64 4.3  Treatment facility  65   4.3.1  Future Planning  66 4.4  General  67   4.4.1  Water & sewerage charges  67   4.4.2  Production Cost of Water  68 4.5  Selection Of Pilot Area  68   4.5.1  Pilot Area  68   4.5.2  Infrastructure Status  71   4.5.3  Topography  71   4.5.4  Land use within the Plot Area  71   4.5.5  Population  71   4.5.6  Water Demand  72   4.5.7  Allowance for Leakage  73   4.5.8  Water Allocation  74      Chapter V: Study Analysis   5.1  Introduction  75 5.2  Income Distribution  75 5.3   Existing scenario for uses of water in the existing supply system   77 5.4  Water Tariff for Different Option  80 5.4  Technical Feasibility   86   5.4.1  Impact of 24x7 supply on Infrastructure cost  86   5.4.2   Impact of 24x7 supply on Gross Demand due to Leakage  87   5.4.3  Pressure and Leakage Management Options  88 5.5  Financial Feasibility   89 5.6  Synopsis  98 Chapter VI: Conclusions &  Recommendations 6.1  Conclusions  99 6.2  Study Findings  99 6.3  Most Feasible Area for 24x7 water supply  100 6.4   Further Steps required for Up-scaling the 24x7 water supply in AMC  101   6.4.1  Selection Criteria for Demo-Pilot area  102   6.4.1  Technical Exercise  102   6.4.3  Institutional Reforms  103   6.4.4  Commercial and Financial Reforms  103   6.4.5  Organization Reforms  104   6.4.6  Information-Education-Commercial Strategy  104 6.5  Scope for Further Work  106 References   107 Annexure
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