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WATER SUPPLY MANAGEMENT - A CASE STUDY OF HUBLI-DHARWAD By K.P. Jayaramu, Executive Engineer, Karnataka Water Board, Jn NURM City Division, Mysore KARNATAKA URBAN WATER SUPPLY & DRAINAGE BOARD BANGALORE
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karnataka Urban Water Supply & Drainage Board Bangalore · WATER SUPPLY MANAGEMENT - A CASE STUDY OF HUBLI-DHARWAD By K.P. Jayaramu, Executive Engineer, Karnataka Water Board, Jn

Apr 28, 2018

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  • WATER SUPPLY MANAGEMENT - A CASE STUDY OF HUBLI-DHARWAD

    By

    K.P. Jayaramu,

    Executive Engineer,

    Karnataka Water Board,

    Jn NURM City Division, Mysore

    KARNATAKA URBAN WATER SUPPLY & DRAINAGE BOARD

    BANGALORE

    http://in.mc957.mail.yahoo.com/mc/showMessage?filterBy=&.rand=1407737691&midIndex=0&mid=1_360841_ANWWZXkAAEo1Tawp7wplwlT9TEY&f=1&fromId=waterboard75@rediffmail.com&m=1_360841_ANWWZXkAAEo1Tawp7wplwlT9TEY,1_516_AOOWZXkAAYNlTaiIQQT+Ez/riJE,1_1124_ANqWZXkAAPInTaghZgHQyV3Ym8w,1_1619_AN+WZXkAAFCETaVc1QAcMBLg6Ac,1_2374_AOeWZXkAAKh/TaVbmwVI9CLlNKs,1_2901_ANSWZXkAAGqoTaVFAQQ+U1yICdo,&sort=date&order=down&startMid=0&hash=d114e93a54ac542a2309ff63f72a3373&.jsrand=3633206&acrumb=drYc0fDXbSL&enc=auto&cmd=msg.scan&pid=2&tnef=&fn=kema_logo.jpg

  • Before 3/2003:

    O & M of bulk WSS : KUWS & D Board

    O & M of Distribution System : HDMC

    Targets

    To improve the Service level thro control of UFW, illegal connections, etc.

    To reduce huge gap between Income and Expenditure

    Main Contents of G.O. No.UDD25.2002 Blore Dtd:24-03-03

    Status

    Poor Water Service levels due to improper maintenance

    Huge gap between Income & Expenditure.

    After 3/2003:

    As per G.O. No.UDD25.2002 Blore Dtd:24-03-03

    O & M of both bulk & Distribution KUWS & DB.

    Responsibility of KUWS & DB in Hubli-Dharwad

  • MALAPRABHA

    RESERVOIR

    TREATMENT PLANT &

    PUMPHOUSE

    AMMINBHAVI

    DHARWAD

    HUBLI

    H.S.R Saraswtpur

    NEERSAGAR

    RESERVOIR

    K. HONNAPUR

    Treatment Plant

    DUMWAD

    PUMPHOUSE

    RISING MAIN

    965 MM 30 KM

    RISING MAIN

    1168 MM 23 KM

    GRAVITY MAIN

    600MM 15.7KM

    GRAVITY MAIN

    600MM 8.25KM

    RISING MAIN

    762MM 6.7 KM

    RISING MAIN

    450MM 9.3 KM

    RISING MAIN

    750MM 12.2 KM

    GRAVITY MAIN

    600MM 3.0 KM

    N R BETTA GLSR

    KESHWAPUR

    GLSR

    GRAVITY MAIN

    800MM 8.75 KM

    GRAVITY MAIN

    750 MM 1.4 KM

  • WATER SUPPLY MANAGEMENT

  • Water Distribution System - Complex

    WATER SUPPLY MANAGEMENT

    Bulk Water Supply System - Simple

  • 24x7 Water Supply System

    Intermittent Water Supply System

    Types of Water Distribution System

  • Sl. No.

    Reservoir

    Water Level(Mtr) Dead StorageLive Storage

    TMC

    System Capacity

    MLD

    Actual Supply MLD

    Full Present Level TMC Total Present Total Dwd HubliTotal

    1 Malaprabha

    633.84 623.08 619.51

    3.38 35.05 7.09 140 70 66 136(2079') (2043.73') ( 2032')

    2 Neerasagar

    590.85 589.00 587.79

    0.09 0.924 0.7 52 0 31 31

    (1938') (1932.3")(1906.0

    ')

    Total 3.47 35.97 30.15 192 70 97 167

    Status of Borewells Power Pump Hand Pump

    Hubli 812 444

    Dharwad 321 239

    Total 1133 683

    Approximate Qty from Borewell source : 5MLD Hubli

    2.5MLD -DharwadMalaprabha Reservoir Neerasagar Reservoir

    Sources & Bulk Supply

  • Absence of Master planning

    Lack of Zoning

    Insufficient Reservoirs & feeder mains in New Extensions

    Power Problems: More No of Power failures - Average : 55 times/ month Frequency variation - 50 Hz Fr. varies to 48.5 Hz

    Huge Water losses in Sub-standard quality of PVC pipes in about 60% areas

    Average Pipe Leakages : Before 9/2011 Hubli - 300/ month Dharwad 125/ month

    After 9/2011 - 412/ month 225/ month

    LEAKAGES IN PVC PIPES

    TECHNICAL CHALLENGES

  • Insufficient Skilled Staff

    G.O.(No. LD 275 LWA 05 Dt.2-77-05),

    banning Contract labour hinders Outsourcing

  • HDMC Resolution No 828 Dated 30-08-2011

    Smart Water Supply Message Service by MS graduates from Berkley University, US.

    ` 10 per Month for General Customers & ` 5 per Month for Urban poor

    The Service is Optional

    Smart Water Supply Message Service

    Live DashboardDATE VALVEMEN ID WARD NO NOTICE AREA TIME DURATION (Hours) SUPPLY CYCLE

    vm106 Ward 26 opened Acchhvvana colony 19:08

    vm103 Ward 27 opened Attigere Layout 7:02

    vm103 Ward 27 closed Attigere Layout 12:44 5.7 2

    vm101 Ward 25 opened Eshwar nagar 7:44

    vm101 Ward 25 closed Eshwar nagar 19:17 11.55 2

    vm103 Ward 27 opened Kalidas Nagar 10:33

    vm103 Ward 27 opened Kalyan Nagar 7:01 2

    vm103 Ward 27 closed Kalyan Nagar 9:29 2.47

    1/1/2012 vm103 Ward 27 opened Lingarajnagar North 7:00 2

    vm103 Ward 27 closed Lingarajnagar North 9:27 2.45

    vm103 Ward 27 opened Lingrajnagar South 7:11 2

    vm103 Ward 27 closed Lingrajnagar South 13:31 6.33

    vm103 Ward 27 opened Patil Layout 7:02 2

    vm103 Ward 27 closed Patil Layout 9:31 2.48 2

    vm106 Ward 26 opened Sai nagar 19:08 2

    vm106 Ward 26 opened Siddeshwara Nagar 16:08

    vm106 Ward 26 closed Siddeshwara Nagar 20:25 4.28

    vm103 Ward 27 opened Siddeshwara park 12:43 2

  • Smart Water Supply Message Service

  • DateFrom To From To From To

    7:00 AM 2:00 PM 1:00 PM 9:00 PM 8:00 PM 8:00 AM

    01-08-2011 E 2 & M.S.Hosmani E 3 & A.S.Ganjihal E 1 & R.K.Umesh

    02-08-2011 E 3 & B.H.Giriyammanavar E 4 & B.R.Haveli E 2 & D'souza

    03-08-2011 E 1 & S.K.Hegde E 4 & Dejappa E 3 & M.Mishrikoti

    04-08-2011 E 2 & V.V.Giddalingannavar E 4 & Guruprasad.Pawar E 1 & S.M.Hubli

    05-08-2011 E 3 & Santosh.R E 4 & R.V.Patil E 2 & R.N Hazeri

    06-08-2011 E 1 & H.Ravindra E 4 & M.Madaiah E 3 & M.M.Chavhan

    07-08-2011(Sunday)

    E 2 & S.Y.Merawde E 1 & Basavaraj.Madivalar E 4 & B.S.Srinivas

    Duty Chart

    "Control Station" for monitoring Water Supply in Hubli

  • On-Line Bulk Flow Monitoring System

  • On-Line Vehicle Tracking System for Tankers

  • On-Line Vehicle Tracking System for Tankers

  • NRW in Hubli-Dharwad

  • Standard Water Balance

    System

    Input

    Volume

    Authorized Consumption

    Billed Authorized Consumption

    Billed Metered Consumption

    Revenue WaterBilled Unmetered Consumption

    Unbilled Authorized

    Consumption

    Unbilled Metered Consumption

    Non-Revenue

    Water

    Unbilled Unmetered Consumption

    Water Losses

    (UFW)

    Apparent Losses Unauthorized Consumption

    Metering Inaccuracies and Data Handling Errors

    Physical Losses Leakage on Transmission and/or Distribution Mains

    Leakage and Overflows at Storage Tanks

    Leakage on Service Connections up to Customer

    Meter

    Recommended by International Water Association (IWA )

  • SlNo

    ParticularsQuantity per month in ML Total

    MLDemozone ( ML) Non-Demozone ( ML)

    1

    Billed Metered consumption 145.00 355.50 500.50

    2 Billed unmetered Consumption

    2.1 Low pressure areas 17769 x 15000 / 106 = 266.50 266.50

    2.2 Unmetered consumption 15617 x 20000 / 106 = 312.34 312.34

    2.3 Tanker Supply (paid) 15 x 3500 +15 x 7000 / 106 = 0.16 0.16

    3

    Unbilled metered consumptionMore than 50 KL

    15.00 15.00

    4 Unbilled unmetered consumption

    4.1 Tanker supply (free) (to Govt. Schools, slums, etc)

    Tankers 1200 x 7000 / 106 = 8.40 Tractors 500 x 4000 / 106 = 2.00 10.40

    4.2 Bore well water supply 135.00 135.00

    4.3 Public stand posts BW 494 x 25000 / 106 =12.35 12.35

    5 Unauthorized consumption 3000 x 20000 / 106 = 60.00 60.00

    6

    Customer Meter inaccuracies 10000 x 5000 / 106 = 50.00 50.00

    7

    Leakage of Transmission & Distribution mains 18.00 325.23 343.23

    8 Leakage & overflow at Storage Reservoirs 70.00 70.00

    9 Leakage on service connection upto customer meter. 2.00 232.52 234.52

    Total 180.00 1830.00 2010.00

    IWA - Standard Water Balance - Calculations

  • Standard Water Balance

    System

    Input

    Volume

    2010 ML

    Authorized Consumption

    1243.25 ML

    62 %

    Billed Authorized Consumption

    1079.50 ML

    54 %

    Billed Metered Consumption

    500.5 24.9 %

    Revenue Water

    1079.5

    54%

    Billed Unmetered Consumption

    579.0 ML 28.8 %

    Unbilled Authorized

    Consumption

    163.75 ML

    8 %

    Unbilled Metered Consumption

    15.00 ML 0.7 %

    Non-Revenue

    Water

    930.50 ML 46%

    Unbilled Unmetered Consumption

    157.75 ML 7.8 %

    Water Losses

    (UFW)

    766.75ML

    38 %

    Apparent Losses

    110.00 ML

    5%

    Unauthorized Consumption

    60.00 ML 2.9 %

    Metering Inaccuracies and Data Handling Errors

    50.00 ML 2.5 %

    Physical Losses

    656.75ML

    33%

    Leakage on Transmission and/or Distribution Mains

    343.23 ML 17.0 %

    Leakage and Overflows at

    Recommended by International Water Association (IWA )

  • Action plan for NRW reduction

    Water losses minimising policies

    MD KUWS & DB ORDER DATED 25-7-2007 to replace PVC Pipes by HDPE & DI/MS

    Pipes

    In Corporation Areas :

    HDPE Pipes upto 250 mm dia

    DI/MS pipes above 250 mm dia

    More Water losses in PVC pipes

    Reduction of Physical losses

  • Action plan for NRW reduction

    Water losses minimising policies

    HDMC Resolution No.221, DATED 14-12-2007

    House Service Connections at departmental cost

    Maintenance of HSCs at departmental cost

    Typical House Service Connection On HDPE PipeTypical Service Connection on PVC pipes

    Reduction of Physical losses

  • Action plan for NRW reduction

    Attending leakages in reservoirs

    Avoiding overflows

    Grouting for NR Betta GLSR

    Grouting for Rayapur GLSR

    Reduction of Physical losses

  • Improvements in Water Supply in Hubli-Dharwad

    Particulars Hubli Dharwad

    Supply Periodicity Before 2003 Once in 7 days Once in 7 days

    Supply Periodicity After 2003

    upto 9/2011

    Once in 5 days Once in 4 to 5 days

    Supply Periodicity After 9/2011 Once in 2 days- 75%

    Once in 3 days- 25%

    Once in 2 days- 70%

    Once in 3 days- 30%

    Supply Duration 2 to 3 hours duration 2 to 3 hours duration

    Master Zones 7 6

    No. of Valve men 88 52

    No. of Valves operated /supply 978 857

  • Particulars Intermittent Water Supply System, Hubli

    24X7 Water Supply Demo zone, Hubli

    Supply Pattern Once in 2 to 3 days for 2 to 4 hours duration

    Continuous

    Zones 6 1

    Sub Zones 700 119

    No. of Valve men 88 Nil

    No. of Valves operations /cycle 978 Nil

    No. of Pressure Reducing Valves Nil 13

    No. of Connections 60738 8148

    Number of Technical Staff 21 3

    Staff per 1000 Connections 6 1

    Comparison between 24x7 and Intermittent Water Supply System

  • Average per capita consumption is 129 LPCD (17 % less)

    Features of 24x7 Water Distribution System in Hubli

    Actual average NRW 14 %

    Average actual physical losses 5 liters/ connection/ day/ meter pressure

    (Allowable 30 to 20 liters)

    No public fountains, all Urban Poor connected

    Urban poor (~25%) consume at 55 LPCD

    Pay ` 48/month for 8 KL / month

  • Financial Reforms

    Customer friendly Reforms

    IT Enablement in Customer services

    Transparency in O & M Activities

  • Increase in Cost

    Recovery

    Pro-rata charges

    Metering

    Tacklingunauthorized connections

    ComputerizedBilling, Accounting & Revenue Collection

    Customer Services

    Better Water supply

    Tariff Revision

    Financial Reforms in Hubli-Dharwad WSS

  • Sl.No Activity Before 3/2003 After 3/2003

    1 Billing Method Manual Spot billing through Hand held computers

    Hand held Computerfor Spot billing

    2 Billing Periodicity Irregular Monthly

    3 Customer interaction Not much

    Reading cards with Customers signature,

    Customer Care Centre.

    4 Accounting Accuracy Not accurate Very accurate, Monthly auditing by CA

    5 Various Reports Not possible Possible

    Computerized Billing, Accounting Method

  • The bill is printed on to the blue tooth printer carried by the meter reader and is updatedto the server online along with the image and GPS coordinates .

  • Sl.No Activity Before 3/2003 After 3/2003

    1 Collection Method 3 Bank Counters 14 Cash Counters and 7 H-D 1 Centers

    H-D 1 Center, Hubli

    2 Waiting PeriodMore than 15

    minutes3 to 15 minutes

    3 Part payment After approval Allowed without any approval

    4 Identity Card NoTap Cards with bar-coding being issued

    For bill payment without producing bill also

    5 No. of paid bills (monthly) About 15000 About 60000

    Computerized Revenue Collection Method

  • Timings from 8 AM TO 8 PM on all 365 days

    e-Tracking System for above Services

    Fixed Time Limit No middle men

    HUBLI DHARWAD oneONE STOP NON STOP SERVICES

    Free Issue of New connection applications in HD-1 and New connection under SAKALA

    Payments of New connection Fees based on Unique ID.

    Payments of Monthly bills.

    Issue & Acceptance of Application for : Change of Name / Size/ Purpose Rs 100: Meter Installation, Rs 128: Meter repair/shifting/ Re-location, Fee Rs 100 : Tap repair/Re-location, Fee Rs 100: Tap Re-connection & Disconnection

    :

    .

    All these Services to citizens With Home Environment through HD1

    Customer Services through SAKALA and Hubli-Dharwad One centers

  • Hubli Dharwad One CenterOne stop non stop service

    Working Hours 8:00 am to 8:00 pm, on all 365 days

  • Metering Status in Hubli - Dharwad

    Division of Supply Areas into Non-Low & Low Pressure Zones.

    Metering Process

    Water Meters fixed in Non-Low pressure Zones.

    Low Pressure Zones have been tackled after making improvements.

    Campaign-media, press, cable TV, Posters, hand bills, mike, customer meetings.

    Freedom to customers to purchase tested meters from market.

    Departmental help to fix the meters.

    Year No of connectionsNo of Connections

    with working meters

    % of Metered

    Connection

    Before 3/2003 (HDMC) 68,997 Nil Nil

    As on 3/2013 (KUWS & DB)

    Hubli-Dharwad Non-Demo zone1,04,887 70,565

    67%

    24x7 Demo zone14,721 14,721

    100%

    Hubli-Dharwad 1,19,608 85,286 71%

    METERING

  • Effective

    Date

    Dom Non-Dom Com/Ind

    Range Rate Range Rate Range Rate

    1/10/1986

    0 - 50000 0-25 to 0-70All 6-00 All 8-12

    50001-Above One lakh 0-90 to 4-00

    Min Charges/Month 4-00 20-00 25-00

    Taps without Meters

    " 8-00 25-00

    " 15-00 50-00

    1" 30-00 100-00

    2" 60-00 200-00

    1/10/1996

    0 - 50000 1-26 to 2-66 3-32 to 4-32

    50001 - Above 1 Lakh 1-66 to 6-16 5-32 to 7-32 All 8-64

    Min Charges /Month 45 90 180

    Water Rate in ` per 1000 Liters

    Water Tariff Structure in Hubli-Dharwar Before 2003

  • Water Tariff revision in Hubli-Dharwar After 2003

    Water Rate in ` per 1000 Liters

    Effective

    Date

    Dom Non-Dom Com/Ind

    Range Rate Range Rate Range Rate

    1/4/2005

    No change All Range 11-60 All Range 23-20Order No.HDMC/

    60/04/040/04

    Min Charges

    per month45-00 90-00 180-00 Dt:2-05-2005

    1/8/2005

    All Range 5-80 All Range 11-6 All Range 23-20Order No.HDMC/

    60/01/05

    Min Charges

    per month90-00 180-00 360-00 Dt:31-08-2005

  • HDMC Resolution No.824 & 936 Dated 28-05-04

    Retail Customers: ` 76/Sq.m of Plinth area

    A concession of 50% for Declared slums

    Not applicable for Poor SC/ST customers

    Not applicable for Poor customers with Building plinth area less thsn 600 Sq.ft.

    For Com/Industrial connections 50% more

    For domestic customers, maximum ` 10000

    For half inch sized Commercial/Industrial connections, maximum ` 25000

    Bulk Customers : ` 12500 per KL

    Prorata charges collected

    (From 2004 to 3/2012)

    (in ` Lakhs)

    Hubli Dharwad Total

    717 330 1047

    PRORATA CHARGES FOR NEW CONNECTIONS

  • PRORATA CHARGESMethod of Calculation : For Bulk Consumers

    1. Capital Cost

    Est cost of EIWSS (Revised) Scheme = Rs. 49.17 Crores

    Est Cost of Augmentation of Water Transmission System in Hubli

    Dharwad Twin Cities

    = Rs. 42.42 Crores

    Total = Rs. 91.59 Crores

    Est Capital Cost = Rs. 92.00 Crores

    2. Unit Prorata Cost

    Quantity of Water produced = 73.80 MLD

    Prorata Cost = 92.00 x 100

    73.80

    = 124.66 lakhs/MLD

    Say 125.00 lakhs/ MLD

    3. Calculation of Prorata Cost for Railways, Hubli

    Ultimate Requirment of Water 5.45 MLD

    Prorata Cost = 125.00 X 5.45 = Rs.681.25 Lakhs

    Approximate Cost of Dedicated Water Supply Scheme to Railways, Hubli Rs 2400.00 Lakhs

    Hence, it is economical to get water from Hubli-Dharwad water supply scheme by paying prorata

    cost.

  • Method of Calculation : For Retail Consumers

    1) Prorata Cost towards Bulk W/S Scheme

    1.1) Capital Cost

    Est. Cost of EIWSS (Revised) Scheme to Hubli Dharwad . . . . . Rs. 63.84 Crores

    Est. Cost of Transmission Main from Amminbhavi to Hubli . . . . Rs. 36.00 Crores

    TOTAL . . . . . . Rs. 99.84 Crores

    Est. Capital Cost Say, . . . . . Rs. 100.00 Crores

    Deduct Govt. Grant of 23 1/3% (-) Rs. 23.33 Crores

    BALANCE Rs. 76.67 Crores

    1.2) Unit Prorata Cost

    Quantity of Water produced = 73.80 + 40.0 MLD =113.80 MLD

    Unit Prorata Cost / KLD = 76.67 x 10000000

    113.80 x 1000 = Rs. 6737.00

    1.3) Calculation of Prorata Cost towards Bulk, W S S

    Assuming rate of supply as 135 LPCD & 5 persons per house

    Water Quantity per site= 135 x 5 = 675.00 Liters/day= 0.675 KLD

    Prorata Cost per house = 0.675 x 6737.00 = Rs. 4547.48

    Say Rs. 4548.00

    For each house taking Floor Area =150.00 Sqm

    Therefore, Prorata cost per Sqm of Floor area = 4845 / 150 = Rs. 30

    Say Rs. 30.00 per Sqm of floor area.

    PRORATA CHARGES

  • 2. Prorata towards Feeder Network and Reserviors.Cost of Feeder Network and Reservoirs . . . . . Rs. 100.00 Crores

    Deduct Govt, Grant 23 % . . . (-) Rs. 23.33 Crores

    Balance Cost . . . . . Rs. 76.67 Crores

    Present population (Projected for 2003) = 8.50 Lakhs

    Assuming 5 persons per House

    Cost per House = 76,67,00,000 x 5

    -------------------- = Rs. 4510

    850.00

    Taking Floor up area as 150 Sqm

    Prorata cost per Sqm of floor area = 4510.00

    ---------- = Rs. 30.06

    150.00

    Say Rs. 30.00 per Sqm of floor area.

    PRORATA CHARGES

  • 3. Prorata Cost towards Pipe net work:

    Approximate cost of service pipe network in individual layouts is calculated for 1 running meter. The actual cost will depend on detailed surveys and estimation.

    PRORATA CHARGES

    Sl.

    NoPipe Dia and Material

    Cost of Pipe of

    laying charges

    (Rs.)

    Cost of

    Excavation &

    Refilling (Rs)

    Total

    Cost

    (Rs.)

    1 90 mm dia x 6 KSC PVC 70.95 43.16 114.11

    2 110 mm dia x 6 KSC PVC 101.80 43.16 144.96

    3 150 mm dia Kg DI 724.00 58.86 782.86

    1041.93

    347.31

    81.03

    Balance 266.28

    Say 270

    Taking 50 % of Rs. 270.00 for one side I.e Rs. 135.00 per M width of site.

    Deduct 23.33 % Government Grant (-)

    Total

    Average Cost

  • Prorata Charges for different sites :

    PRORATA CHARGES

    6 x 9 M 6 x 135 = Rs. 810.00 40 M2 Rs. 20-25

    9 x 12 M 9 x 135 = Rs. 1215.00 75 M2 Rs. 16.20

    12 x 18 M 12 x 135 = Rs. 1620.00 150 M2 Rs 10.80

    Average Rs. 15-75

    Say Rs. 16.00

  • Abstract

    PRORATA CHARGES

    6 x 9 M 9 x 12 M 12 x 18 M

    40 M2 75 M2 150 M2

    1

    For Residential buildings in authorized

    layouts, unauthorized layouts and

    Apartments

    1.1Towards Malaprbaha W/S Scheme (This is

    exempted if paid earlier) 30/- 1200/- 2400/- 4800/-

    1.2 Towards feeder Network and Reservoir 30/- 1200/- 2400/- 4800/-

    1.3

    Towards Service Pipe net work (This is

    exempted if the layouts has proper net work

    as per standard quality and designs) 16/- 640/- 1280/- 2560/-

    Prorata Charges Rs. For

    For floor area of

    Sl.

    No Beneficiaries

    Rate per

    Sqm of

    Floor

    area

  • Year No of connections No of Illegal Connections

    Before 3 / 2003 ( HDMC) As on 8/2002 68,997 21,072 30.50 %

    RR Nos painted on compounds to identify illegal connections.

    Special camps for regularization of illegal connections

    Special camps for regularization of illegal connections chaired by the local Corporators.

    NGOs have been involved.

    Campaign through media, press, cable TV, Posters, hand bills, mike, customer meetings.

    Mobile bank arranged.

    After 3 / 2003 ( KUWS & DB) As on 3/2013 1,19,608 3,260 2.7 %

    Status of of Illegal Connections

    REGULARISATION OF ILLEGAL CONNECTIONS

  • HDMC Resolution No 221 Dated 14-12-2007

    Features :

    House Service Connections at departmental cost

    Maintenance of HSCs at departmental cost

    Fees for Change of Connection exempted

    Typical House Service Connection On HDPE Pipes

    Typical House Service Connection on PVC pipes ( Old )

    Benefits: Control of Quality and Workmanship Huge losses in HSC avoided Illegal connections avoided

    Departmental Implementation of HSCs

    Issue & processing new connections applications at HD-1 centers( 8 am to 8 pm)

    Easy installments for new connections for Urban poor

    Measures to avoid Illegal connections

  • Sl.No. DetailsBefore 8/2004(From 7/2003

    to 6/2004)

    After 8/2004 (From 10/2004 to 9/2012)

    Results Achieved

    Period Data Period Data

    1Volume pumped from

    Reservoir / annum22667 ML

    (From 10/2004 to 9/2005)

    28666 Increase in Flow by about 25%

    2 Total energy use at Soundatti &

    Amminbhavi of Malprabha WSS

    (Million Kwh)

    31.93Million Kwh

    2005 29.89 2005 2.0407 Million Kwh

    2006 28.67 2006 3.2584 Million Kwh

    2007 25.63 2007 6.2584 Million Kwh

    2008 23.94 2008 7.9941 Million Kwh

    2009 22.71 2009 9.2241 Million Kwh

    2010 22.56 2010 9.37 Million Kwh

    2011 27.73 2011 4.20 Million Kwh

    Total Energy saving (2005-09) 28.82 Million Kwh

    3

    Total Energy Cost / annum

    ` 11.45 Crore

    2005 10.60 2005 ` 0.85 Crores

    2006 10.15 2006 ` 1.30 Crores

    2007 9.15 2007 ` 2.05 Crores

    2008 8.59 2008 ` 2.86 Crores

    2009 8.19 2009 ` 3.26 Crores

    2010 9.00 2010 ` 2.45 Crores

    2011 11.06 2011 ` 0.39 Crores

    Saving of Energy Cost (2005-11) ` 13.16 Crores

    Water and Energy Data of Hubli-Dharwad Water Supply System

    Energy Efficiency Measures implemented in 8/2004

  • YearRevenue

    Power

    Charges

    M & R

    Cost

    O & M

    Cost

    Capital

    Works

    Dept

    service Full Cost

    O&M

    Ratio

    FCR

    Ratio

    2001-02 34.50 87.20 144.00 231.20 31.10 30.00 292.30 6.70 8.47

    2002-03 36.10 114.60 108.50 223.10 23.40 35.00 281.50 6.18 7.80

    2003-04 44.12 153.34 91.74 245.08 16.54 40.00 301.63 5.56 6.84

    2004-05 59.95 146.27 117.78 264.05 19.57 56.93 340.55 4.40 5.68

    2005-06 105.18 182.22 101.33 283.55 23.85 50.00 357.40 2.70 3.40

    2006-07 119.80 179.78 120.62 300.40 26.03 46.29 372.72 2.51 3.11

    2007-08 158.44 173.67 127.79 301.46 18.74 52.08 372.27 1.90 2.35

    2008-09 157.37 138.31 157.58 295.89 34.93 61.48 392.30 1.88 2.49

    2009-10 165.98 132.63 161.50 294.13 34.60 46.65 375.38 1.77 2.26

    2010-11 179.61 155.26 185.43 340.69 26.04 78.29 445.02 1.90 2.48

    2011-12 293.19 202.90 194.41 397.31 24.29 79.09 500.69 1.36 1.71

    2012-13 267.29 234.82 158.96 393.78 49.87 117.88 561.53 1.47 2.10

    INCREASE IN COST RECOVERYAmount in Rs Millions

  • National Urban Water Award 2009 at New Delhi on 11-08-09 for IMPROVING WATER SERVICES THROUGH FINANCIAL REFORMS IN HUBLI-DHARWAD

  • Thank you