Presented By: Sourav Daspatnaik CEO Swach Environment Pvt ... · NWS has been awarded 15 year...
Transcript of Presented By: Sourav Daspatnaik CEO Swach Environment Pvt ... · NWS has been awarded 15 year...
Management of Non Revenue Water & Leakage detection - Delhi Jal Board
Presented By: Sourav Daspatnaik
CEO Swach Environment Pvt Ltd, A Srei Initiative
25, February 2019 London
NWS has been awarded 15 year contract for 24x7 water supply at Nangloi area in Delhi; Total project cost of INR 6640 Mn.
Nangloi Water Services Pvt. Ltd.
Swach Environment Pvt. Ltd.
Veolia India Pvt. Ltd.
49% - INR 301.3 Mn. 51% - INR 313.7 Mn.
Lenders Bank of India – INR 1000 Mn. Srei Infrastructure Finance Ltd. –
INR 844 Mn.
Statutory body providing grant funding Delhi Jal Board (DJB) – INR 4180 Mn.
(Grant + Escalation)
Equ
ity
inve
sto
rs
Project Structure
Design-Built-Finance-Operate-Transfer (DBFOT) contract for 24x7 water supply
INR 100 Mn. = USD 1.41Mn.
Delhi State Boundary
Delhi State Boundary
NWS
PPP Model To enhance the water service in Nangloi WTP command area
Project Area (1/2)
Project Area (2/2)
PROJECT AREA : 129 SQM (8.6% OF ENTIRE DELHI)
POPULATION : 1.5 MILLION (8% OF ENTIRE DELHI)
3.17
5.91 31.31
1200 mm dia
1500 mm dia
600 mm dia
900 mm dia
1000 mm dia
1200 mm dia
900 mm dia
12.11
Raw Water main from Bawana RWPH
WTP Nangloi
Mohan Garden UGR
Najafgarh UGR
Ujwa UGR
Daulatpur UGR
Bodella UGR
Fish Market BPS
CT-2 Dwarka UGR
Nangloi UGR
To Nangloi Area
To Mundka Area
1.43
4.95
0.96
0.68
10.39
3.35
42.79
8.59
0.76
0.00
1.29
2.75
0.86
1.77
0.5
Hydraulic Flow Layout- Total concession area
New UGR
Illegal and unauthorized water connections from DJB water lines in network and no network colonies
High non revenue water ( 79 % in 2013)
Reluctance of residents to take legal connection
Reluctance of consumers for installation of water meters
Unknown existing pipe network layout
Local public hindrance in isolating the area. (Fear if the area will be isolated, water will not reach to their houses)
Political hindrances
Water theft & leakages
Improper operation and production management
Narrow streets- difficulty in laying/replacing the HCS/pipelines
Old HSC & poor condition of pipe line network
To carry out capex work for laying new pipe lines with heavy traffic
Acceptance of A private operator as A water service provider 6
Challenges Faced In Nangloi PPP Area
LEAKAGE THROUGH HSC NORMAL PRACTICE OF REPAIR
POOR QUALITY OF SADDLE GI PIPE BELOW GL
Corroded Existing Gi Water Connections
PE pipes - Use of Medium Density Polyethylene pipe for HSC and HDPE pipes for distribution Network
Technical Innovation In PPP Project
ELECTRO-FUSION SADDLE APPROPRIATE SADDLES TO PROVIDE HOUSE SERVICE CONNECTION ON PE PIPE LINE, STANDARD EN 12201-3 / ISO 4427 .
Technical Innovation In PPP Project
• Good quality of materials (Body – Ductile Iron, Strap – Stainless Steel with Epoxy coating, nut bolt- Brass) which guarantees a life time equal to those of the pipes and are also anti corrosive.
• Reduced risk of leakage – No metal to metal
contact due to insertion EPDM bush. • Perfect stability on pipe, whereas ferrules
prone to bend and leak, where pipe laid at shallow depth due to surplus /traffic load.
Technical Innovation In PPP Project
Levels Description
Level 1 Project Area Boundary
Level 2 CS Zone
Level 3 DMA
Level 4 Sub DMA
Level 5 Step Test for localized leaks
A Top Down approach provides better and faster understanding of the network
DMA Size should be reduced only if NRW figures are unacceptable, as it cost huge amount of money and manpower to create an isolated DMA
NRW % At the time of allotment of Contract : 81% NRW % At present : 60%
NWS DMA Strategy
• Further Reduces Study Area
• Close Isolation Required
• State Of The Art Hydraulic Model Helps In Planning
• Field Investigation In Leakiest Area To Find Leakages
• Unauthorized Connection Prior Estimation Helps A Lot
• Consumer Survey
Level 5 – Step Test Area Level 5 – Step Test Area
• Erection Of Flow Meter Level Wise
• DMA Establishment In All Respect Be It Flow Meter Installation Or Connection
Replacement/Installation Etc.
• Campaign With Help of Social welfare Team (SWT) And NRW Team
• Reaching Out To More No Of Peoples And Convincing Them To Take The
Connections.
• DJB’s Support In Law Enforcement
• Regular Issuing Of Challans, Notices Etc.
• Finding Leakiest DMA And Leakage Detection Team
NRW Reduction and Awareness Drive
24 x 7 call center fully operational
Toll Free Help Line No: 1800-30000-136
Mail ID: [email protected]
Complaint Registration Facility
Bulk SMS Facility
All Customer Service Centers and Call Center
operation under CCTV surveillance
Availability of Complaints Desk
24/7 Customer Service
24
Sh. Raghuvinder Shokeen (MLA, Nangloi) Sh. Sukhbir Dalal (MLA, Mundka)
Sh. Mahender Yadav (MLA, Vikas Puri) Sh. Naresh Balyan (MLA, Uttam Nagar)
Closely Review by Area MLAs
25
Sh. Gulab Singh (MLA, Matiyala)
Sh. Kailash Gahlot (MLA, Najafgarh) Sh. Sukhbir Dalal (MLA, Mundka)
Sh. Mahender Yadav (MLA, Vikas Puri)
Closely Review by Area MLAs
• A top down approach provides better and faster understanding of the network
• Consumer survey should be strategically done to cover all potential consumers, future consumers and
potential source of water loss
• Network maps and DMA boundaries are dynamic things, there should be a proper update cycle
• Field networks get updated frequently
• DMA pressure balance is not a stable thing, it needs to be controlled by hydraulic changes, various
changes may be expected while working on live setup.
• DMA does not reduce NRW, it just point out towards revenue holes
• efforts should be towards making all potential consumers in DMAs as authorized consumers
• DMA size should be reduced only if NRW figures are unacceptable, as it cost huge amount of money
and manpower to create an isolated DMA, sometimes, consumers suffer.
• Condition monitoring of network
What is Good Enough?
Sourav Daspatnaik Chief Executive Officer Swach Environment Pvt. Ltd. Tel: + 91 33 6606 7856 Email: [email protected]
The difference between volume of water supplied into a system and the volume billed is termed as non revenue water
• Billed
• Unbilled 1. Authorized Consumption
• Apparent
• Real 2. Water
losses
Non Revenue Water
Type of losses Component Actions recommended
Real losses
Speed and quality of repair
Ensure that once the leak is detected it is sent to O&M team for repair and repair is executed in short term. Put a target of 5 days and decrease target slowly.
Ensure repair of leak has been done properly in order to increase lifetime of asset and reduce risk of leakage again.
Active leak detection
Use the most effective way to detect invisible leaks.
Do “intensive” leak detection in order to reduce time of apparition of new leaks. The idea is to do iterative leak detection in one area after each round of repair. Once level of leak found is low, we can assume network is stabilized. And it allows us to reduce time of leakage between 2 detections.
Do step tests ??
Create a patrolling team to detect visible leaks and semi- visible leaks (visible only opening meter boxes, valve chambers, manholes, etc..)
Pressure management
Optimize the pumping regime in order to reduce supply during no or low consumption hours
Install pressure modulation valves in order to modulate the pressure to the need of customers and without damaging the network.
Asset Management
Make diagnostic of the assets in order to define optimized rehabilitation programs.
Define priorities of pipe, HSC, accessories replacement or extension.
Ensure standards of works and material
Ensure quality of works
NRW Actions – Physical losses
• WALKOVERSURVEY
• SURVEY THROUGH EPL
• UPDATION OF MAPS
• UNDERSTANDING THE NETWORK
• PRESSURE AND FLOW MEASUREMENT
1. NETWORK
STUDY
• APPROX. IDEA OF ACTUAL DEMAND/CONSUMPTION ASSESED
• REGULAR METERING OF CONSUMER METERS
• INSTALLATION OF DEDICATED PUMPS
2. DEMAND & SUPPLY STUDY
• INSTALLATION OF BOUNDARY VALVES
• INSTALLATION OF NRV (NON RETURN VALVE) ON TUBEWELLS
• CHECKING OF NRV IN THE NETWORK
3. ISOLATION OF NETWORK
Pre-evaluation and Action Plan before actual NRW Analysis
• DETECTION OF VISIBLE & INVISIBLE LEAKS
• POTENTIAL LEAK POINTS ARE OLD GI PIPES ,VALVES , HSC , SOCKET , T-JOINT ETC.
• REPAIRING VALVES / NRV
• PIPE CONDITION ASSESMENT
• REPAIRING ALL VISIBLE /IN-VISIBLE LEAKS
• INSTALLATION OF FLOWMETER /BULKMETER
• CHECKING ILL-LEGAL/UNKOWN CONNECTIONS
• STEP TEST TO INVESTIGATE NRW AND LOCATION OF PRESSURE DROP
4. LEAK DETECTION
6.REDUCING NRW & METERING
5. REPAIR & MAINTENANCE
Continuous monitoring & vigilance
Performance Indicators for
NRW
Volume of NRW as
percentage of system Input
Volume Volume of NRW as a
percentage of the annual
cost of running the water
system
Volume of apparent
Losses per service
connection per day
Real Losses as percentage of System Input
Volume
Normalized real losses –
m3/service connection/day
Unavoidable Annual Real
Losses (UARL)
Performance indicators for NRW by IWA/ AWWA