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IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE)
e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 7, Issue 3 (Jul. - Aug. 2013), PP 25-28
www.iosrjournals.org
www.iosrjournals.org 25 | Page
Non Revenue Water Reduction- A Tool for Achiving 24x7 Water
Supply
Dr Y P Mathur, Arvind Vijay
Professor of Civil Engineering, Malyiya National Institute of Technology, Jaipur
Assistant Engineer, Public Health Engineering Department, Jaipur
Abstract: The availability of water at cheaper rates promotes the wasteful use of water. People give little or no
attention towards conservation of water. For sustenance of any water supply scheme it is essential that
revenue collected should be sufficient to maintain O & M cost and further development activities. Presently
there is major portion of Non Revenue Water (NRW) in the developing countries and there is urgent need to
curb it for efficient functioning of water supply schemes.
Key Words: NRW, Non Revenue Water, 24x7 water supply
I. Introduction
Water scenario in the world / world water inventory
The total quantity of water in the world is roughly 1357.5 million cubic kilometers (Mkm3
). About 97%
of this water is contained in the oceans as saline water and only 37.5 Mkm3
is fresh water. Out of this about 8.5
Mkm3
is both liquid and fresh and the remaining is contained in frozen state as ice in the Polar Regions and on
mountains tops and glaciers[2]. Water demand is increasing day by day due to increase in population,
urbanization, agriculture, industrialization etc.The groundwater table is falling rapidly throughout the world due
to wide spread over pumping using powerful pumps. World is facing ‘Silent Emergency’ as billions struggle
without clean water or basic sanitation as per reports if WHO and UNICEF. More than 2.6 Billion people –
Over 40% of the world’s population do not have access to safe drinking water. Water Scarcity in India is
widespread in all states[5][6].
NRW levels in the World
The World Bank has estimated the total cost of Non Revenue Water (NRW) to utilities worldwide at
US$14 billion per year. Reducing by half the current levels of losses in developing countries, where relative
losses are highest, could generate an estimated US$ 2.9 billion in cash and serve an additional 90 million people.
Most available data on NRW levels are expressed in percentage terms, ranging from 7% in Germany to more
than 90% in Lagos, Nigeria. NRW levels are 10% in Denmark, 19% in England and Wales,26% in France, 29%
in Italy. In Asian large city NRW varies from 10% to 60%. According to a report by the European Environment
Agency NRW in Yerevan, Armenia, was almost 80% [4].
NRW levels in India
From the study conducted by Seureca Consulting Engineers components of NRW are 1.5 to 3.5%
public use, 3.5 to 6.5% illegal / unmetered connection, 10 to 15% meter under registration and 75 to 85% is
leakages[3]. Table 1 shows Comparison of Water Utility Performance for some cities in India[1]
Measures to reduce NRW in Jaipur city
Public Health Engineering Department, Rajasthan has started pilot project in areas of Mansarovar of
Jaipur city in Nov 2010 for 24x7 water supply and take measures to enhance the water supply along with
reduction in NRW. Pilot project for converting intermittent water supply into 24X7 water supply of selected
areas was started with the help of Eco-Asia, Ranhill Malaysia, Maharastra Jeevan Pradhikaran and PHED
Rajasthan. The objective of pilot activity is to build confidence that water supply is feasible and realistic through
applied water loss management technique.
Details of Area selected under present studies are given in Table-2.
Submitted date 19 June 2013 Accepted Date: 24 June 2013
Non Revenue Water Reduction- A Tool for Achiving 24x7 Water Supply
www.iosrjournals.org 26 | Page
TABLE-1 Comparison of Water Utility Performance for some cities in India[1]
Measure Indicator
State Govt
Operated
Muncipal Independent Operator
International
Standard
Jaipur Banglore Chennai Hydrabad
Service Level
Water
supply
coverage
82% 94% 84% 99%
Supply
period/ day
1~3 hr 2~4 hr 1~2 hr 2~4 hr 3~6 hr
Operational
efficency
Staff per
1000
connections
11.5 8.6 9.0 12.5 3~6
Asset
maintenance
NRW 50% 35~40% 40% 40% 30% or less
Financial
soundness
O&M cost
recovery by
tariff
34% 101% 121% 100% 100% or more
TABLE-2 Details of area selected.
District Metered
Area
NO. OF
HOUSE
HOLD
NO OF
CONSUMER
TOTAL
POPULATIO
N
CATEGORY
OF
HOUSES
AVERAGE
FAMILY SIZE
Mansarovar
Sector-01
139 139 693 HIG & MIG 4.98
Mansarovar
Sector-09
128 128 730 HIG & MIG 4.98
Pilot Activities Undertaken
In order to reduce NRW level in Jaipur following Pilot activities were taken.
 Baseline data collection
 Conducting IEC campaign
 District Metered Area (DMA) creation
IEC activities includes following
 Preparation & Release of IEC material and Publicity of project through newspapers
 Information of benefits of 24X7 water supply scheme to beneficiary consumers
o Saving in Power charges on account of direct supply in roof top tanks
o Adequate water supply
o Less possibility of water contamination
o Saving in provision for new storage tank cost
o Higher life of service pipelines
o Saving in purchase of equipments and Operation and Mentainance Cost
o Tracing of water seepage in under ground tanks giving saving in water bills
o Reliable water supply
DMA creation includes following
 Ground verification of data and Pipeline interconnections.
 Laying of pipelines for pilot areas from Service Resirvoir to prepare DMAs
 Installation of Isolation Valves and DMA Valve at Service Reservoir
 Inter-connection work of DMA Pipeline and installation of DMA Meter in each Zone.
 Replacement of existing leaking main supply valves of Service Reservoirs in each Zone.
 Installing equipments such as bulk meters, replacement of defective domestic meters, service line, valves,
pipelines etc.
 Identification of leaking service pipelines.
 Instrumentation Cabling for connectivity of DMA Meters and Pressure Censor with RTU
 Installation of Data Loggers
 Installation of Bulk Meters at Service Reservoirs for metering of remaining areas
 Replacement of doubtful non functional meters on the basis of regular water reading
 Commissioning of Pilot Area and examination of Isolated DMAs for ensuring prevention of loss of water
outside DMAs
Non Revenue Water Reduction- A Tool for Achiving 24x7 Water Supply
www.iosrjournals.org 27 | Page
 Sample testing of consumer meters already installed.
 Bench testing of available new meters for replacement
of non functional meters.
 Replacement of non functional consumer meters in pilot areas.
Tbble-3 gives details of non functioning meters replaced in pilot areas.
TABLE -3 Details of non functioning meters replaced
Various activities taken up under project studies are
 DMA meter reading each day on hourly basis.
 Daily reading of each consumer in each pilot area.
 Surveillance of Pilot Area Pipeline Network for leakages
 Surveillance of Property Connections for abnormal flow and leakages in service pipelines
 Counseling of consumers for avoiding under ground water storage and keeping check on float valves etc. at
roof top tanks
II. Performance Of Pilot Areas
Mansarovar SECTOR – 1
Date of commissioning – 17 November 2010
Table 4 gives per capita consumption of water during project period
TABLE 4 Consumption of water
Consumption
(KLD)
Peak Flow
KL/hr
Minimum Flow
KL/hr
Consumption
(Per Capita)
18.11.10 586 52 44.4 845
25.12.10 197 19.8 5.9 284
24.01.11 253 21 9.2 365
21.02.11 165 18 3.3 238
08.03.11 161 17.7 3.2 232
NRW ANALYSIS
Table 5 gives NRW levels during project studies.
TABLE- 5 NRW levels
Details Sector – 1
Mansarovar
Sector -9
Mansarovar
Total Consumers 139 128
Non Functional
Meters Replaced
87 90
Date Consumption
As Per
Bulk Meter
(Litres)
Consumption
As Per
Cons. Meter
(Litres)
Difference
(Litres)
% Losses
26.01.2011 236000 87712 148288 62.83%
28.02.2011 165000 87450 77550 47.00 %
04.03.2011 170000 119064 50936 29.96 %
Non Revenue Water Reduction- A Tool for Achiving 24x7 Water Supply
www.iosrjournals.org 28 | Page
Mansarovar SECTOR – 9
Date of commissioning – 15 November 2010
Table 6 gives per capita consumption of water during project period
TABLE 6 - Consumption of water
Date Consumption
(KLD)
Peak Flow
KL/hr
Minimum Flow
KL/hr
Consumption
(Per Capita)
16.11.10 288 20.2 10.5 394
27.12.10 172 21.7 2.3 235
20.01.11 142 15.7 3.6 194
19.02.11 180 16.1 4.2 246
08.03.11 150 15.7 2.4 205
NRW ANALYSIS
Table 7 gives NRW levels during project studies.
TABLE- 7 NRW levels
Date Consumption
As Per
Bulk Meter
(Litres)
Consumption
As Per
Cons. Meter
(Litres)
Difference
(Litres)
% Losses
26.01.2011 197000 98867 98133 49.81 %
28.02.2011 170000 129975 40025 23.54 %
04.03.2011 174000 134053 39947 22.96 %
Impact on water consumption - Table 8 gives Consumption Pattern in Pilot Areas
TABLE- 8 - Consumption Pattern in Pilot Areas
Pilot Area Initial Consumption
(lpcd)
as on 18.11.2010
Consumption
(lpcd)
as on 08.03.2011
Mansarovar Sec. 1 845 232
Mansarovar Sec. 9 394 205
III. Conclusions
Pilot area studies have given following outcomes.
 24x7 water supply has increased service reliability among consumers.
 Due to leakages removal loss of water (NRW) has reduced to great extent.
 Water losses reduced from 63% to 30% in Mansarovar Sector 1 and 50% to 23% in Mansarovar Sector 9 areas,
 Water saved from leakages is the extra water generated which can be utilized to enhance supplies to other areas.
 Per capita consumption has reduced in pilot area due to prevention of leakage.
 Greater satisfaction of consumer, with overall less supply of water to the pilot areas as compared to earlier
supplies.
 Adequate water pressure, even sufficient to fill overhead water storage tanks of consumers. Hence energy saving
to lift the water to overhead storage.
 Increased knowledge about the distribution system.
 Reduced risk of contamination.
References
[1] Japan Bank for International Cooperation : Bisalpur Jaipur water supply project report (Transfer System), Sept 2004.
[2] K Subramanya: Engineering Hydrology TMH publishing Co New Dehi.
[3] Seureca Consulting Engineers: Evaluation and Reduction of Losses and Leakage in water distribution system of Jaipur city.Report
2004
[4] World Bank, December 2006: The Challenge of Reducing Non-Revenue Water in Developing Countries, p. 3 American Waterworks
Association:Water Wiser :Water Audits and Loss Control, accessed on November 8, 2009
[5] Wikipedia, the encyclopedia : Non-revenue water
[6] Wikipedia, the encyclopedia : Scarcity of Water

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Non Revenue Water Reduction- A Tool for Achiving 24x7 Water Supply

  • 1. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 7, Issue 3 (Jul. - Aug. 2013), PP 25-28 www.iosrjournals.org www.iosrjournals.org 25 | Page Non Revenue Water Reduction- A Tool for Achiving 24x7 Water Supply Dr Y P Mathur, Arvind Vijay Professor of Civil Engineering, Malyiya National Institute of Technology, Jaipur Assistant Engineer, Public Health Engineering Department, Jaipur Abstract: The availability of water at cheaper rates promotes the wasteful use of water. People give little or no attention towards conservation of water. For sustenance of any water supply scheme it is essential that revenue collected should be sufficient to maintain O & M cost and further development activities. Presently there is major portion of Non Revenue Water (NRW) in the developing countries and there is urgent need to curb it for efficient functioning of water supply schemes. Key Words: NRW, Non Revenue Water, 24x7 water supply I. Introduction Water scenario in the world / world water inventory The total quantity of water in the world is roughly 1357.5 million cubic kilometers (Mkm3 ). About 97% of this water is contained in the oceans as saline water and only 37.5 Mkm3 is fresh water. Out of this about 8.5 Mkm3 is both liquid and fresh and the remaining is contained in frozen state as ice in the Polar Regions and on mountains tops and glaciers[2]. Water demand is increasing day by day due to increase in population, urbanization, agriculture, industrialization etc.The groundwater table is falling rapidly throughout the world due to wide spread over pumping using powerful pumps. World is facing ‘Silent Emergency’ as billions struggle without clean water or basic sanitation as per reports if WHO and UNICEF. More than 2.6 Billion people – Over 40% of the world’s population do not have access to safe drinking water. Water Scarcity in India is widespread in all states[5][6]. NRW levels in the World The World Bank has estimated the total cost of Non Revenue Water (NRW) to utilities worldwide at US$14 billion per year. Reducing by half the current levels of losses in developing countries, where relative losses are highest, could generate an estimated US$ 2.9 billion in cash and serve an additional 90 million people. Most available data on NRW levels are expressed in percentage terms, ranging from 7% in Germany to more than 90% in Lagos, Nigeria. NRW levels are 10% in Denmark, 19% in England and Wales,26% in France, 29% in Italy. In Asian large city NRW varies from 10% to 60%. According to a report by the European Environment Agency NRW in Yerevan, Armenia, was almost 80% [4]. NRW levels in India From the study conducted by Seureca Consulting Engineers components of NRW are 1.5 to 3.5% public use, 3.5 to 6.5% illegal / unmetered connection, 10 to 15% meter under registration and 75 to 85% is leakages[3]. Table 1 shows Comparison of Water Utility Performance for some cities in India[1] Measures to reduce NRW in Jaipur city Public Health Engineering Department, Rajasthan has started pilot project in areas of Mansarovar of Jaipur city in Nov 2010 for 24x7 water supply and take measures to enhance the water supply along with reduction in NRW. Pilot project for converting intermittent water supply into 24X7 water supply of selected areas was started with the help of Eco-Asia, Ranhill Malaysia, Maharastra Jeevan Pradhikaran and PHED Rajasthan. The objective of pilot activity is to build confidence that water supply is feasible and realistic through applied water loss management technique. Details of Area selected under present studies are given in Table-2. Submitted date 19 June 2013 Accepted Date: 24 June 2013
  • 2. Non Revenue Water Reduction- A Tool for Achiving 24x7 Water Supply www.iosrjournals.org 26 | Page TABLE-1 Comparison of Water Utility Performance for some cities in India[1] Measure Indicator State Govt Operated Muncipal Independent Operator International Standard Jaipur Banglore Chennai Hydrabad Service Level Water supply coverage 82% 94% 84% 99% Supply period/ day 1~3 hr 2~4 hr 1~2 hr 2~4 hr 3~6 hr Operational efficency Staff per 1000 connections 11.5 8.6 9.0 12.5 3~6 Asset maintenance NRW 50% 35~40% 40% 40% 30% or less Financial soundness O&M cost recovery by tariff 34% 101% 121% 100% 100% or more TABLE-2 Details of area selected. District Metered Area NO. OF HOUSE HOLD NO OF CONSUMER TOTAL POPULATIO N CATEGORY OF HOUSES AVERAGE FAMILY SIZE Mansarovar Sector-01 139 139 693 HIG & MIG 4.98 Mansarovar Sector-09 128 128 730 HIG & MIG 4.98 Pilot Activities Undertaken In order to reduce NRW level in Jaipur following Pilot activities were taken.  Baseline data collection  Conducting IEC campaign  District Metered Area (DMA) creation IEC activities includes following  Preparation & Release of IEC material and Publicity of project through newspapers  Information of benefits of 24X7 water supply scheme to beneficiary consumers o Saving in Power charges on account of direct supply in roof top tanks o Adequate water supply o Less possibility of water contamination o Saving in provision for new storage tank cost o Higher life of service pipelines o Saving in purchase of equipments and Operation and Mentainance Cost o Tracing of water seepage in under ground tanks giving saving in water bills o Reliable water supply DMA creation includes following  Ground verification of data and Pipeline interconnections.  Laying of pipelines for pilot areas from Service Resirvoir to prepare DMAs  Installation of Isolation Valves and DMA Valve at Service Reservoir  Inter-connection work of DMA Pipeline and installation of DMA Meter in each Zone.  Replacement of existing leaking main supply valves of Service Reservoirs in each Zone.  Installing equipments such as bulk meters, replacement of defective domestic meters, service line, valves, pipelines etc.  Identification of leaking service pipelines.  Instrumentation Cabling for connectivity of DMA Meters and Pressure Censor with RTU  Installation of Data Loggers  Installation of Bulk Meters at Service Reservoirs for metering of remaining areas  Replacement of doubtful non functional meters on the basis of regular water reading  Commissioning of Pilot Area and examination of Isolated DMAs for ensuring prevention of loss of water outside DMAs
  • 3. Non Revenue Water Reduction- A Tool for Achiving 24x7 Water Supply www.iosrjournals.org 27 | Page  Sample testing of consumer meters already installed.  Bench testing of available new meters for replacement of non functional meters.  Replacement of non functional consumer meters in pilot areas. Tbble-3 gives details of non functioning meters replaced in pilot areas. TABLE -3 Details of non functioning meters replaced Various activities taken up under project studies are  DMA meter reading each day on hourly basis.  Daily reading of each consumer in each pilot area.  Surveillance of Pilot Area Pipeline Network for leakages  Surveillance of Property Connections for abnormal flow and leakages in service pipelines  Counseling of consumers for avoiding under ground water storage and keeping check on float valves etc. at roof top tanks II. Performance Of Pilot Areas Mansarovar SECTOR – 1 Date of commissioning – 17 November 2010 Table 4 gives per capita consumption of water during project period TABLE 4 Consumption of water Consumption (KLD) Peak Flow KL/hr Minimum Flow KL/hr Consumption (Per Capita) 18.11.10 586 52 44.4 845 25.12.10 197 19.8 5.9 284 24.01.11 253 21 9.2 365 21.02.11 165 18 3.3 238 08.03.11 161 17.7 3.2 232 NRW ANALYSIS Table 5 gives NRW levels during project studies. TABLE- 5 NRW levels Details Sector – 1 Mansarovar Sector -9 Mansarovar Total Consumers 139 128 Non Functional Meters Replaced 87 90 Date Consumption As Per Bulk Meter (Litres) Consumption As Per Cons. Meter (Litres) Difference (Litres) % Losses 26.01.2011 236000 87712 148288 62.83% 28.02.2011 165000 87450 77550 47.00 % 04.03.2011 170000 119064 50936 29.96 %
  • 4. Non Revenue Water Reduction- A Tool for Achiving 24x7 Water Supply www.iosrjournals.org 28 | Page Mansarovar SECTOR – 9 Date of commissioning – 15 November 2010 Table 6 gives per capita consumption of water during project period TABLE 6 - Consumption of water Date Consumption (KLD) Peak Flow KL/hr Minimum Flow KL/hr Consumption (Per Capita) 16.11.10 288 20.2 10.5 394 27.12.10 172 21.7 2.3 235 20.01.11 142 15.7 3.6 194 19.02.11 180 16.1 4.2 246 08.03.11 150 15.7 2.4 205 NRW ANALYSIS Table 7 gives NRW levels during project studies. TABLE- 7 NRW levels Date Consumption As Per Bulk Meter (Litres) Consumption As Per Cons. Meter (Litres) Difference (Litres) % Losses 26.01.2011 197000 98867 98133 49.81 % 28.02.2011 170000 129975 40025 23.54 % 04.03.2011 174000 134053 39947 22.96 % Impact on water consumption - Table 8 gives Consumption Pattern in Pilot Areas TABLE- 8 - Consumption Pattern in Pilot Areas Pilot Area Initial Consumption (lpcd) as on 18.11.2010 Consumption (lpcd) as on 08.03.2011 Mansarovar Sec. 1 845 232 Mansarovar Sec. 9 394 205 III. Conclusions Pilot area studies have given following outcomes.  24x7 water supply has increased service reliability among consumers.  Due to leakages removal loss of water (NRW) has reduced to great extent.  Water losses reduced from 63% to 30% in Mansarovar Sector 1 and 50% to 23% in Mansarovar Sector 9 areas,  Water saved from leakages is the extra water generated which can be utilized to enhance supplies to other areas.  Per capita consumption has reduced in pilot area due to prevention of leakage.  Greater satisfaction of consumer, with overall less supply of water to the pilot areas as compared to earlier supplies.  Adequate water pressure, even sufficient to fill overhead water storage tanks of consumers. Hence energy saving to lift the water to overhead storage.  Increased knowledge about the distribution system.  Reduced risk of contamination. References [1] Japan Bank for International Cooperation : Bisalpur Jaipur water supply project report (Transfer System), Sept 2004. [2] K Subramanya: Engineering Hydrology TMH publishing Co New Dehi. [3] Seureca Consulting Engineers: Evaluation and Reduction of Losses and Leakage in water distribution system of Jaipur city.Report 2004 [4] World Bank, December 2006: The Challenge of Reducing Non-Revenue Water in Developing Countries, p. 3 American Waterworks Association:Water Wiser :Water Audits and Loss Control, accessed on November 8, 2009 [5] Wikipedia, the encyclopedia : Non-revenue water [6] Wikipedia, the encyclopedia : Scarcity of Water