Water Management and Reforms Project Maharashtra...

34
Water Management and Reforms Project Maharashtra Sujal Nirmal Abhiyan (MSNA)

Transcript of Water Management and Reforms Project Maharashtra...

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Water Management and Reforms Project

Maharashtra Sujal Nirmal Abhiyan (MSNA)

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Objectives

• Understand, analyze and Suggest improvement in existing and proposed water supply scheme for Urban Local Bodies.

• Convert intermittent supply of water to consistent & pressurized supply

• Use analysis data to prepare design of augmentation to water supply scheme

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Technical Scope

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Consumer Survey

Energy Audit

Water Audit

Flow Meter

GIS Mapping

Water Billing

Hydraulic Modeling

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Image Procurement

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Satellite

Satellite Image needs

to be procured from

NRSC, Hyderabad

Quick Bird Image (0.6m resolution)

Geo Eye (0.5m resolution)

World View-2 (0.46m resolution)

Objective: Creation of

accurate GIS base map.

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DGPS Survey for GCP Collection

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DGPS Instrument Trimble R3

Objective: Precise Geo-

referencing (transforming

snapshot to real world

coordinates) for better

accuracy

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GIS Mapping

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Unique GIS Plot ID generation in Auto CAD Map

Feature Extraction and

Creation of Base Map

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Consumer Survey

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GIS Mapping & Consumer survey “Geo-coded map”

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Energy Audit

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1) Energy saving measures, potential areas and approach

2) Current Pump and motor details 3) Pump and Motor efficiency testing 4) Identification of system losses and

potential saving 5) Pump Performance Curve 6) Demand and Power Factor 5) Suggestion, Conclusion for current

scheme. 6) TOD (Time of Day) Tariff

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• Knowing Your System

• Efficiency of Pumps and Motors

• Replacements if required

• Why pay more ?

• Don’t get penalized get incentives

• Power Factor Improvement

• Benefits of TOD

• Technically and commercially Efficient

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Supply and Installation of Flow Meters

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Electro Magnetic Flow Meter

Mechanical Flow Meter

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Hydraulic Modeling

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1) Pipe line network marking on Geo-

Coded map with attributes and valve

details

2) Use of Hydraulic model software to

1. Current Scenario

2. Forecasted Scenario

3. Ultimate Stage Scenario

3) Abstract sheet with conclusion

report Hydraulic model software

4) Model Simulation

5) Checking capacity of ESR, pipe

diameters and pressure conditions

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GIS based Pipeline map with nodes and levels

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Stepping ahead to 24X7 water supply

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Hourly Hydraulic Pattern for continues Supply

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Water Audit

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1) To measure system input.

2) To identify & measure system input & output points

3) Measurement of authorised / unauthorised

consumption

4) Measurement of water losses (Leaking Pipe, NR

connection, Damaged Water Meter etc.)

5) Loss reduction, leak detection & corrective

measures.

6) Analyse water audit results for NRW / UFW

7) To calculate the actual N.R.W. by using Flow Meter

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Water Audit

process in water audit

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Consumer Metering Volumetric Measurement

Pressure Measurement Scaling Pipes

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Water Audit

water balance diagram

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A B C D E

System Input Volume

3.04 mld

Authorised Consumption

(Billed Authorised

Consumption

+

Unbilled Authorised

Consumption)

Mld

= 0.950675 mld

(31.2%)

Billed Authorised

Consumption 0.95 mld

(31.2%)

Billed Metered

Consumption (Including

water exported) Revenue Water

0.95 mld

(31.2%)

Billed Un-metered

Consumption

0.95 mld

(31.2%)

Unbilled Authorised

Consumption

0.000675 MLD

(0.02%)

Unbilled Metered

Consumption

NIL

Non-Revenue Water

(System Input volume –

Revenue Water)

2.09 mld

(68.75%)

Unbilled Un-metered

Consumption

0.000675 MLD

(0.02%)

Water Losses

(System Input Volume –

Authorised Consumption)

2.089 mld

(68.7%)

Apparent Losses

0.001790 mld

(0.05%)

Un-authorised

Consumption

0.001790 mld

(0.05%)

Metering Inaccuracies

NIL

Real Losses (Water Losses

– Apparent Losses)

2.0872 mld

(68.6%)

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Water Audit

service level benchmarking

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Existing Service Level Benchmark (SLB) fixed by MoUD for urban water supply system

and applicable to Municipal council

Sr No. Proposed Indicator Benchmark MC

1 Coverage of Water Supply Connections 100% 48.22%

2 Per capita availability of water at consumer end 135 LPCD with Sewerage

System

Present Design for 70

LPCD

3 Extent of Metering of water supply connections 100% Tariff of flat rate No

consumer metering in MC

4 Continuity of water supply 24 X 7 After every 6 to 7 days

5 Efficiency in redressal of customer complaints 80% 80%

6 Adeqacy of treatment, disinfection and quality of water

supplied 100% 100%

7 Extent of non revenue water 20% 67%

8 Cost recovery in water supply services 100% 20.92%

9 Efficiency in collection of water supply related charges 90% 69.91%

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“Planning for GIS Assets Mapping Testing of Water Quality and All Other Allied Works of All Public Drinking Water Sources In The State of

Maharashtra”

Water Quality Mapping

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Introduction

• Water level is decreasing because of over exploitation, drying and resulted in to contamination of ground water

• Results of water contamination are also due to over population, increased fertilizer based agriculture practices and disposal of industrial waste

• Drinking water quality getting deteriorated day by day resulting in to health hazards

• Need to understand the drinking water quality with location based scientific approach and hence project is planned

• One time mapping and Geo-enabled database can be generated through this activity and future monitoring can be done

• Creation of awareness amongst rural parts of Maharashtra and hence project is very significant

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Objectives

• To determine the quality of water in its natural state in Maharashtra

• To assess the impact of the activities of human beings upon the quality of water

• Observation of the sources and pathway of specified hazardous or harmful

substances

• To identity the contaminated source i.e. ground water based sources of

water, other water bodies of the planning

• To obtain reliable and useful data of water quality as a whole and to adopt

corrective measures to ensure safe supply of drinking water in rural areas.

• To train the villagers for future drinking water quality monitoring.

• To create a Geo-spatial database of Pipe Water Supply Schemes by mapping

of all drinking water sources including all components of the scheme

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Scope of Work

Item1 GIS survey, Marking of source, Digital Photograph, Creation of Integrated Geo-database

Item2

Survey of Piped Water Supply Scheme (PWSS) along with preparation of key plan, line Mapping, Creation of Integrated Geo-database

Item3

Collection of pre and post monsoon water samples in two years with mobile application developed by MRSAC and transportation to Lab per the standard procedure

Item4

Training to GSDA/ PHD lab officials, DWSM, BRC Sub Division Water Quality Consultants Jalsurkshak and Water Sampling Assistants in two years.

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Project Flowchart

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Project Area

Maharashtra

(34 Districts)

Nashik

(4 Districts)

Konkan-Pune

(10 Districts)

Marathwada

(11 Districts)

Vidarbha

(9 Districts)

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District Details

Vidarbha (9 District)

Marathwada (11 District)

Konkan-Pune (10 District)

Nashik (4 District)

AKOLA AHMEDNAGAR KOLHAPUR DHULE

AMRAVATI AURANGABAD PALGHAR JALGAON

BHANDARA BEED PUNE NANDURBAR

CHANDRAPUR BULDANA RAIGAD NASHIK

GADCHIROLI HINGOLI RATNAGIRI

GONDIA JALNA SANGLI

NAGPUR LATUR SATARA

WARDHA NANDED SINDHUDURG

YAVATMAL OSMANABAD SOLAPUR

PARBHANI THANE

WASHIM

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GIS Mapping (Spot Sources & small PWSS Scheme)

• Surveyor will carry Mobile loaded with WSSD application, list of sources and key map of villages, paint marker • Sarpanch / Jalsurakshak will guide surveyor the exact locations of the PWSS scheme and spot sources in the village

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GIS Mapping (Spot Sources & small PWSS Scheme)

• For single source PWSS scheme, capturing should be done through PWSS module first • Rest of the spots are captured with the spot module application • Unique code generated in the application was written on the source and photograph of the same was captured • Sources are captured as per the given addresses in the list and the actual scheme is tagged to that address • In case of any new source which is not in the list, capturing is done under “New” option in the application with address

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Unique Numbering on Sources

Village IMIS code followed by Number of source

Village Name Village Census Code Unique Numbering

Isasani 255540 255540 3

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Mobile Specification

Samsung Galaxy Grand Neo +

(9060i) OS : Android 4.4.4

CPU : Quad core 1.2GHz Cortex-A7

Sensor : Accelerometer, Proximity, Compass

Display: TFT capacitive touchscreen, 16M colors

Connectivity: Blue tooth, GPRS, GPS (A-GPS), GLONASS, with Google maps

3G enabled : Yes

Rear Camera: 5 MP and Geo-tagging feature

Front Camera : 2 MP

Video Recording : Yes

Storage : Min 1 GB RAM + internal memory (8GB), Expandable upto 64 GB

Weight: 163 g (5.75 oz)

Battery : Li-Ion 2100 mAh battery

Size: 5.01 inches

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GIS Data Uploading

SURVEY DATA

PHOTOGRAPH

DATABASE SERVER

MRSAC Server

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GIS Survey & Mapping Integration

• Data should be Sent to MRSAC and processed data should be done • PWSS line integration should be aligned along with the roads and should be snapped with the connected features like Valves/WTP/ESR/GSR/MBR etc.

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Reports and Viewing (MRSAC portal)

• Various reports can be viewed on portal • Village wise data can also be checked on the portal

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Lab Analysis reports

• Lab analysis reports are also available on the portal