PILOT PROJECT ON NRW IN SHEETAL PARK AREA OF RAJKOT CITY IN GUJARAT Danish Water Forum AND Rajkot Municipal Corporation.

Slides:



Advertisements
Similar presentations
NONREVENUE WATER - Current and Future Remedies Gary Harstead Director – Asset Management United Water NARUC Winter Meeting February 2013.
Advertisements

Our Water, Our Resource, Our Responsibility Module 1; Water matters Unit 2: Global Issues and Water Conservation Source - National.
NRW TECHNIQUES & SMART METERING TO IMPROVE OPERATIONAL EFFICIENCIES ACWUA, AMMAN – JORDAN, JANUARY 2013.
Contractual Issues of Non-Revenue Water Contracts David Ehrhardt, Nils Janson, and Traci Kuratomi 6 November 2013.
THE DEVELOPMENT OF LABUAN WATER-SUPPLY GIS (LWS GIS)
JICA’s Cooperation for Urban Water Supply and Sanitation
Washington State Department of Health Division of Environmental HealthOffice of Drinking Water Mike Dexel Water Resources Policy Lead Municipal Water Law.
EFICAZ Project Project for Capacity Development on NRW Control for SABESP Water Loss Control Management SHIMOMURA Masahiro JICA Expert SABESP EFICAZ Project.
II. Dimensioning of a Branched Distribution System Main Procedures 1. Determination of the design water flowrates 2. Determination of the pipe diameters.
A Workshop for Communities Implementing Water Loss Management Prepared for Columbia Basin Trust by IKEN Services Ltd. May 2013 Leak Detection Methods.
Case Study Leak Detection Program On Niue Island’s Water Resource.
Non-Revenue Water Management : The Case of Entebbe , Uganda
IPN – Israel Water Week Improving the Water Service: The Case for Replicating Manila in Mexico Gerardo Angeles Castro Economic Development Network - IPN.
A Delegated Management Model to Improve Water Supply Delivery within Informal Settlements: Lessons learned from Nyalenda, Kisumu. Alain MOREL Sr Water.
DEMAND MANAGEMENT Customer Metering – the Samoa Experience Apia Urban Supply 1995 – 2002.
TECHNICAL ASSOCIATION OF THE EUROPEAN NATURAL GAS INDUSTRY Development of a Eurogas-Marcogaz Methodology for Estimation of Methane Emissions Angelo Riva.
CP methodology adapted to UNFCCC Swedish International Development Agency S ESSION 9.A United Nations Environment Program Division of Technology Industry.
Water Loss BMP Revision Jim Metropulos Andrew Chastain-Howley.
WSNTG Annual Conference 8 th September 2005 WSNTG 9 th Annual Conference “Water Services Strategic Plans – Fact or Fiction”
Systematic Municipal Water Use Accounting and GPCD Calculations John W. Longworth, P.E. -- Chief Water Use and Conservation Bureau NM Office of the State.
Prepared By Abeer Mohammed Ala' Snober Suhad Dwaikat Wajeha Ma'ani Submitted to Dr. Amal Al-hudhud.
An-Najah National University Civil Engineering Department Analysis of the Water Distribution Network of howara- Nablus Submitted by: Rami Ahmad Mohammed.
Department of Water Affairs Water Requirements and Availability Reconciliation Strategy for Mbombela Municipal Area Water Conservation and Water Demand.
Developing a Non- Revenue Water Strategy
LELEA’S NEW WATER UPGRADE AND NEW WATER MANAGEMENT.
Importance Of Water Water is life. Living on the earth may be impossible without adequate water quality and quantity. Water makes up more than half of.
An-Najah National University Civil Engineering Department
Tier 2 Power Supply Planning Workshop Advanced AMI Benefits Overview.
Water Conservation and Water Demand Management Progress with the Strategy Implementation 16 September 2010.
Water Audits: A simple “How To…”
2016 Water and Wastewater Rates Committee of the Whole November 16, 2015 Presenter: Mike Mayes – Director, Financial Services/Treasurer.
ILembe District Municipality Municipal Water Infrastructure Grant Projects and Project Readiness 13 TH SEPTEMBER 2013 iLembe District Municipality Municipal.
Benchmarking Water Loss Performance:
ACTIVE LEAKAGE CONTROL SHARING ON PIPE FAILURE IN NEW DEVELOPMENT AREA.
 About people in about households  About 67% of the households have an income less that R800 per month  About 60% households have yard.
Illinois Water Audit and Loss Control Training Workshop Fall 2014 Intro Fall 2014 Intro.
Water Services National Training Group and National Federation of Group Water Schemes 7 th Annual Rural Water Services Conference 18 th September 2008.
ETHEKWINI WATER & SANITATION: NON REVENUE WATER BRANCH YOUTH INNOVATION CHALLENGE Simon Scruton, Pr Eng, MSc. eThekwini Water and Sanitation Manager Non-Revenue.
Pyramids A pyramid's design has most of the weight closer to the ground -creating a stable structure Julian Thornton.
What is the Cost of Lost Water? AWWA / RCAP Small Systems Operator Training Columbus, Ohio May 24, 2016 AWWA / RCAP Small Systems Operator Training us,
-1- 游叡研幫工程司 Water Leakage Improvement Ray-Yen, YU Assistant Engineer Taipei Water Department 2013 Seoul Study Workshop.
WATER SYSTEM WORKSHOP February 27, 2012
| Performance Based NRW Reduction Contracts The case of HoChiMinh City Bill Kingdom.
Case study of Velika Kladusha (B&H), Lipjan (Kosovo) and Kochani (Macedonia) Vienna, 13 May 2016.
WATER DEMAND MANAGEMENT INITIATIVES RETROFITTING OF HOUSES.
The Assessment of Water Utility's Efficiency in Libya ) Case Study (
Lecture (11): Water Distribution Systems
Overview Rationale Funding Phased Plan Leak Control Program Other Aspects Next Steps.
SC Rural Water Conference 2016
4/14/2018.
DZ01 – Marka D B E C B G A B C.
Water Service Forum By Cecil Kekana 24 May 2017.
TRADITION OF IGNORING CONTINUOUS NON-REVENUE WATER MANAGEMENT IN WATER UTILITIES IN SOUTH-EAST EUROPE Vienna, 13 May 2016.
Leakage control in transmission pipelines
Water Loss Audit Findings (FY 13-14)
AMI Hidden Costs and Hidden Values
An-Najah National University Faculty Of Engineering
WATER SUPPLY & SEWERAGE AUTHORITY Bethlehem-Biet Jala-Biet Sahour
An – Najah National University
Operation and Maintenance for safe drinking water
Organisational NRW Management
Part of Module Asset Management: Operation and Maintenance
Introduction to NRW Introduction to IWA Water Balance, NRW components and Performance indicators.
Analysis of the Water Distribution Network of
Presentation to Water Services Forum by Kobie Mare 16 May 2018
WATER & WASTEWATER PUNJAB, PAKISTAN
Sandro Zeničanin Ivana Torbica KP ’’Vodovod’’ a.d Gradiška
MODELLING OF AN OPTIMIZED, AUTOMATED WATER SUPPLY SYSTEM FOR OLKARIA
Professor Vasilis Kanakoudis
Presentation transcript:

PILOT PROJECT ON NRW IN SHEETAL PARK AREA OF RAJKOT CITY IN GUJARAT Danish Water Forum AND Rajkot Municipal Corporation

OBJECTIVE AND SCOPE Installation of meters. Quantification of leakage. Leakage detection survey. Training in use of detection instruments. Develop an appropriate methodology. Propose water loss management tools. To facilitate RMC staff to demonstrate the need to reduce the NRW in pilot area.

STUDY AREA: SHEETAL PARK

Sub zone no 2 Total 160 households (800 population) Length of Network 1.2km (100mm–350mm) Duration of Supply: 20 min (8am–8:20am)

UNDERSTANDING NRW - we need to minimize non- revenue water To increase the revenue Water production Revenue water Non- Revenue water Billed/Metered consumption, construction, irrigation, etc. Unbilled consumption/ Metered inaccuracy, leakage

UNDERSTANDING NRW NRW = Inflow – Received Continuous process How much water is being lost? Where/why are the losses occurring? Strategies to reduce losses and improve performance. Maintain the strategy and sustain the achievements gained. Approach = Water Audit + Leak Detection

WATER AUDIT (PREPARATION) Installation of Flow meters, 22 in total (7 Bulk meters and 15 Consumer meters) Division of entire network in 5 command areas COMMAND AREA WATER METER NUMBER CONSUMER WATER METER NUMBER SECTIONS COVERED (MEASURED HOUSEHOLDS) CONSUMERS 1 WM1 and WM2 200 mm pipeline-Nil - 2WM5 CWM1, 2, 3, 13, 14 and CWM15 Section 1, 7, 8 and 9 (3,1,1,and 1) 57 3WM6CWM11, 12,Section 6 (2)14 4WM4CWM4, 5, 6 and 10 Section 2,3 and 4 (1,2, and 2) 73 5WM7CWM8 and 9Section 5 (2)17

WATER AUDIT (UNDERSTANDING) Understanding various losses – Commercial/Apparent losses – Physical losses Procedure for water audit – Input volume of Bulk water meter = Total quantity used by consumers (Avg. of consumer meters X no of consumers) – WM5 = (Av of CWM 1,2,3,13,14 &15 X 59)

WATER AUDIT (FINDINGS) 30.66% losses in distribution system 22% unregistered connections, which is a significant number. Inequitable distribution of water, span from litre of water per family. No meters installed to measure the actual supply and consumption -> difficult to do water audit for the city.

WATER AUDIT (FINDINGS) COMMAND AREA WATER METERS TOTAL WATER RELEASED (M3) AVG AMT OF WATER RECIVED BY CONSUMER (M3) TOTAL WATER RECEIVED (M3) REAL LOSS (M3) APPARENT LOSS (M3) REAL LOSS (%) APPARENT LOSS (%) 1 Leak in 200mm pipe Percentage total losses in command area WM5-WM WM WM4-WM WM TOTAL Percentage total losses in system30.66

WATER AUDIT (FINDINGS) Consumers charged flat fees of Rs. 840 per year No Asset Management system -> difficult for operation and maintenance. Operation and maintenance of assets is given to local contractors for whole city. No taps or ball valves at the consumer end -> excess use/misuse of water by consumers Consumers are unaware about water conservation habits.

WATER AUDIT (FINDINGS)

FINANCIAL IMPLICATIONS RMC Real Losses : 7.74 m3 in 1.2km (assumed the same situation in other parts of city) Total water loss = m3 per day (20 min) supply for 2250km Average cost of Supply to RMC = Rs 10 per m3 Total money loss/day = 10x17415 = Rs (1.74 lac/day)

FINANCIAL IMPLICATIONS RMC Apparent Losses m3 in 1.2km (assumed the same situation in other parts of city) Total water loss = m3 per day (20 min) Average cost of Supply to RMC = Rs 10 per m3 Total money loss/day = 10x35550 = Rs (i.e lac/day)

FINANCIAL IMPLICATIONS GWSSB Assuming all areas get 480 liters 235,000 consumers, 230 MLD is supplied Water received by consumers 235,000 x 480 liters = MLD Difference 230 MLD MLD = MLD Losses 51% (Very High) Average cost of production Rs. 52 per kilo liter Total Money = Rs lacs per day

LEAK DETECTION (PREPARATION) Distribution network has to be water tight – all the consumer connections are closed – No water extracted during the leak detection survey – System is pressurized slowly to avoid sudden burst of pipeline

LEAK DETECTION (EQUIPMENT’S) Equipment's used for Leak detection – Aqua M50 – Piezo-detection rod – Microcorr touch correlator – Ground Microphone (X-mic)

LEAK DETECTION (RESULT’S) Seven leaks were identified during survey Section 1 - House numbers A-8, A-16 Section 3 – House number C12/13 Section 4 – House number B-12/D, B-15 Section 5 – House number D-3 Section 6 – House number E-4 Amount of water lost was 2-3m3 in 20 min supply Total water lost = 15-20m3 in 20 min of supply

RECOMMENDATIONS Study the entire network of Rajkot city Installation of meters Campaign to register all consumers Billing by metering Pressure management by Hydraulic Modeling Phased replacement of AC pipes by HDPE pipes Improved Operation and Maintenance Improved hours of water supply and gradual shift to 24X7 Systematic leak detection survey Asset Management system Phased program for 100% cost recovery INTERACTIVE MAPS GRAPHS TABLES PERFORMANCE INDICATORS REPORTS

NEXT STEPS Final Report by DWF: 10 th January Installation of Bulk and Consumer Meters by RMC for entire Rajkot City (Estimated Cost INR 40 Crores) Water Audit and Modelling for equitable. distribution for Rajkot City: 6 Months. Tendering by RMC for NRW reduction program. Implementation of program on NRW, Asset Management and SCADA etc. for Rajkot: 3 years The above can be followed by 24x7 water supply

Engage at all levels

THANK YOU!