IT FOR MANGEMENT OF WATER SUPPLY

“SCADA IN HMWSSB”

by

Sri. M. SATYANARAYANA,

Director Projects, HMWSSB

HYDERABAD METROPOLITAN WATER

SUPPLY & SEWERAGE BOARD

SOURCES OF WATER SUPPLY – HYDERABAD CITY

The main surface sources of water supply for the city from five impoundments on the four rivers:

Osmansagar on River Musi

Himayatsagar on River Esi

Manjira Barrage & Singur Dam on River Manjira

Nagarjunasagar on River Krishna

Source Name

River Year Distance from city “Km”

Capacity Drawls

( Mgd) Installed

(Mgd) Storage (TMC)

Osmansagar Musi 1920 15

(Gravity) 27 3.90 18

Himayatsagar Esi 1927 9.6

(Gravity) 18 2.967 17

Manjira – Phase I & II

Manjira 1965 & 1981

58 (Pumping)

45 (15+30)

1.500 45

Manjira – Phase III & IV

Manjira 1991 & 1994

80 (Pumping)

75 (37 + 38)

30.00 75

Krishna Ph-I Krishna 2004/05 116

(Pumping / Gravity)

90

1.50

90

Krishna Ph-II Krishna 2006-08 116

(Pumping / Gravity)

90 90

Total 346 39.816 338

OSMANSAGAR

HIMAYATSAGAR

MANJIRA

SINGUR KDWSP Phase-I & II

3 3 3

JAHANUMA

400 CI

JAHANUMA

PRAKASHNAGAR

FATHE DARWAZA

800 PSC

(PHASE-I)

BHOIGUDA

NAMPALLY

HOSPITAL

BANJARA

SHAIKPET

SUMP

1000 PSC

SHAIKPET

TOLI CHOWKI

1200 RCC

OSMANSAGAR

ON HILLOCK

1000 MS

1200 Ø

W.T.P

1200 PSC

SHAIKPET

1000

PSC

600 PSC

1050 CIHYDERGUDA

1050

CI

600 MS

MIRALAM

TANKMIRALAM

ZOO PARK

525 CI

GLSR 600 PSC

1000 MS

600 RCC

1000

MS

550 CI

(EXIST)825 Ø

ASIF NAGAR

BOJAGUTTA

RETIBOWLI X-ROADS

1000 PSC

ATTAPUR

BRIDGE

RIN

G R

OA

D

NAVODAYACOLONYX-ROADS

600 MS

W.T.P

1000

PS

C

600 MS

ASIF NAGAR

ALLABANDA

KAMAN

600 Ø 825 Ø

825 Ø

600 Ø

SUMP

450 CI

800

PS

C

PRASHASAN NAGAR

JUBILEE HILLS

1100

MS

SHAIKPET

LINGAMPALLY

800Ø PSC 1016 PSC

1143 PSC

BANJARA 2nd STAGE

1200 MS(ST)

300

CI

JUBILEE SUMP 600

PS

C

1000 PSC600 PSC

(PHASE-I)

200 CI

600 CI

BANJARA 1st STAGE

600 CI

BANJARA HILLS

600 MS

ERRAGADDA

600 PSC

BHARAT NAGAR

TIMBER DEPOT 600PSC

1000 PSC

450 CI

PUBLIC

SCHOOL

1050 PSC

600PSC

762 PS

C

762 PSC

1000

MS

HYDERNAGAR

1200 PSC

800 PSC

ME

DA

K R

OA

D

1200

PSC

/MS

400 CI

MAISARAMAT BARKAS

600 Ø

(PHASE-I)ONLY600 MS

600 Ø

MAISARAM

MAISARAM

BRIDGEFALAKNAMA

600 CI

900 PSC

1200 Ø

SUMP

CHANDRAYANGUTTA

1200

PS

C

RIYASAT NAGAR

HAYAT NAGAR

ASMANGADH

675 CI

1200 PSC/MS

SIV

AM

RO

AD

400 PSC

ALIABAD

1200PSC

675 CI

ALIABAD

MISRIGUNJ

MISRIGUNJ & CHARMINAR

825

CI

750 CI

600 CI

RIYASATNAGAR

DRDO

GATE

600 PSC

1200 PSC

CHANCHALGUDA

CHANCHALGUDASAIDABAD X-ROADS

600 PSC

1200 PSC/MS

525 HSP

BOGGULAKUNTA

R I V E R

NA

LLA

H

350 CI

GHODE-KI-KABAR

450 CI

250 CI

750

CI

750

CI

750 Ø675 RCC

RED HILLS

450 Ø P

SC

NARAYANGUDA

MAHABOOBMANSION

ELSR

NALLA

H

NARAYANA GUDA

800Ø

600 PSC

400 Ø H.L

1200

PS

C/M

S

VAISHALI NAGAR

SANTOSH NAGAR

600 PSC

X-ROADS

(NEW)

ASMANGADH

1000 PSC

ASMANGADH

(OLD)

MANSURABAD

X-ROADS

1200 PSC/MS

TILAK NAGAR

X-ROADS

ADIKMET

ADIKMET(OLD)

1000 PSC

EXISTING ELEVATED SERVICE RESERVOIRS

ALIABAD ZONE NAME

EXISTING MASTER BALANCING RESERVOIRS

RESERVOIRS

EXISTING GROUND LEVEL SERVICE RESERVOIRS

PIPE LINES

LEGEND

EXISTING PIPE LINES

SRINIVASA NAGAR

BOOSTER

HUSSAIN SAGAR

MARREDPALLY

MAHENDRA HILLSSUMP

200 CI800 PSC

400

CI

750 CI

MAISAMMA

HUSSAIN SAGAR

TEMPLE

675 CI

762 Ø

PRAKASH NAGAR762 PSC

600 PSC

1000

PS

C

SLAUGHTERHOUSE

CHILKALGUDA

(PH-I)

350HSP

600 HSP

KAWADIGUDA

BOOSTERS

400 CI

(ST)

CHILKALGUDA

400 CI

600MS

AUDIA NAGAR

1000

PS

C

450 HSP

1000 PSC(PH-I)

750 MS

450 CI

250 RCC

350 RCC

300 CI

525 RCC

1050 PSC KU

KA

TP

ALL

Y N

ALL

AH

MAREDPALLY

1050 PSC

CONTROL

ROOM

CANTONEMENT

X-ROADS

300

CI675 PSC

SITAPHALMANDI

UN

IVE

RS

ITY ROAD

LALAPET

450 CI

450 CI

ADDAGUTTA

250 CI

TARNAKA

525

PSC

450 CI

1200

PSC/M

S

PORTION OF EXISTING

525

PSC

450Ø

LINE BELOW RLY TRACK250Ø CI

NACHARAMX-ROADS

MAHENDRA

HILLS

MOULALI

(OLD)

600

PSC

(SAINIKPURI)

525 Ø

1000 PS

C

1200

PS

C/M

S

600 RCC

1100 PSC1000 PSC/MS

ALWAL

525 RCC525 RCC

MOULALI (NEW)

GROUND LEVEL RESERVOIRS TAKEN UP

1540mm Ø

M.W.L. : + 537.500

L.W.L. : +528.350

HIMAYATH SAGAR

ENTRY POINT

MAISARAM

(OLD) GLSRCAP = 0.45M.W.L=555.96(NEW) GLSRCAP = 0.91M.W.L=565.04

MAISARAM

CAP = 0.11 ML

(NEW)GLSR

M.W.L=550.00CAP

M.W.L=549.57

JAHANUMA

(OLD)GLSRCAP = 8.99

M.W.L=515.42

CAP = 1.36M.W.L=533.40

ELSR

SUMP

CAP = 0.45

MWL=605.33

CAP = 22.70

CAP = 40.86

MWL=592.23

HIGH LAVEL

LOW LAVELCAP = 40.86

MWL=589.79

CAP = 12.27

MWL=583.23

MWL=584.00

CAP = 13.61

CAP = 13.62

MWL=567.23

MWL=555.35

CAP = 9.08

M.W.L=616.92

CAP = 0.05M.W.L=623.01

UPPER TIER

(2-TIER)

LOWER TIERCAP = 0.30

300 CI

150 CI

300

CI

100 CI

CAP = 0.30M.W.L=619.96

SR4

150

CI

100 CI

SRI

JUBLEE HILLS

CAP = 0.19M.W.L=616.61

SRII

JUBLEE HILLS

CAP = 0.19M.W.L=601.68

M.W.L=551.99CAP = 2.72

CAP = 0.91

M.W.L=566.37CAP = 0.91UPPER TIERM.W.L=561.00

LOWER TIER

2-TIER GLSR

ERRAGADDA

M.W.L=536.91

M.W.L=555.25ELSR CAP = 0.91

GLSR CAP = 12.26

CAP = 0.91M.W.L=540.72

M.W.L= + 563.27CAP = 0.91 ML

M.W.L=539.19CAP = 1.14

M.W.L=525.17

(RECT) GLSR CAP = 4.54M.W.L=527.91(REMOND) GLSR CAP=5.68

(OLD) GLSR CAP = 5.58

CHILKALGUDA

CAP = 2.20M.W.L=539.60

M.W.L=534.62

M.W.L=525.17ELSR CAP = 0.27

M.W.L=549.55CAP = 1.48 ML

300 CI

CAP = 0.14

BHOIGUDA

CAP = 0.68

MWL=506.93(NEW)GLSR

(OLD)GLSR

MWL=550.16

M.W.L=563.88

GLSR CAP = 14.98 ML

MWL=550.47

MAREDPALLYELSR CAP = 1.36

350

CI

HARINAGARELSR CAP = 0.03

HARINAGAR ELSRCAP = 0.91MWL=536.075

M.W.L=527.00

LIC COLONYELSR CAP = 0.27

M.W.L=505.00SUMP CAP = 0.27

M.W.L=515.72CAP = 5.45 ML

250 CI

M.W.L=540.00

CAP = 0.91

NAYADAYANAGAR

KAKATIYANAGAR

CAP = 0.91M.W.L=559.11

NEW BT

OLD BT

M.W.L=531.57CAP = 0.45

M.W.L=552.30CAP = 0.91

RCC ELSR

M.W.L=531.27CAP = 1.36

MS ELSRCAP = 0.23

SARADANAGAR

M.W.L=520.62

ELSR

CAP = 0.91

SUMP CAP = 0.53M.W.L=500.64

M.W.L=575.42CAP = 1.00ELSR

HINDINAGAR

M.W.L=500.94CAP = 0.13SUMP

M.W.L=503.22CAP = 5.18

M.W.L=527.31

(OLD)GLSR(L.L)

CAP = 8.90

(OLD)GLSR(H.L)

CAP = 11.63M.W.L=527.30

M.W.L=533.10

(NEW)GLSR(L.L)

CAP = 6.49

(NEW)GLSR(H.L)

CAP = 4.63M.W.L=530.81

M.W.L=544.07ELSR CAP = 0.41

M.W.L=544.07ELSR CAP = 0.41

CAP = 0.27M.W.L=522.12

GUNFOUNDARY

500 CI

450

CI

M.W.L=509.02CAP = 3.64(NEW)ELSR

M.W.L=505.97

(OLD)GLSR

CAP = 1.82

M.W.L=518.77ELSR CAP=0.91

450 CI

350

CI

525

CI

GOLNAKA

CAP = 0.27

400 CI

250 CI

250 CI

M.W.L=487.73CAP = 0.23SUMP(NEW)

M.W.L=484.68CAP = 0.05

MALAKPET

SUMP(OLD)

YAKATPURA BOOSTERM.W.L: + 522.700CAP = 8.17

SUMP CAP = 0.23

M.W.L=529.65CAP = 1.36

M.W.L=511.70

MOGALPURA

ELSR CAP = 0.91

400 CI

SUMP CAP = 0.045

MADANNAPET

500 CI

600 CI

600

CI

ALIABAD

CAP = 14.76M.W.L=525.78

SANTOSHNAGAR

JUBLEE HILLS

CAP = 0.14JOURNALIST COLONY

M.W.L=554.43

350Ø300Ø 250Ø

400Ø

450Ø

500Ø

(NEW)SUMP CAP = 0.45

S.R.NAGAR

ELSR CAPACITY=0.23

S.R.NAGAR

M.W.L=560.98

(OLD)SUMP CAP = 0.23

350Ø

250Ø

150Ø

YELLAREDDY GUDA

SUMP CAP = 0.11

250Ø

PUNJAGUTTA

M.W.L=528.83

SUMP CAP = 0.07PUNJAGUTTAOFFICERS COLONY

ELSR CAP = 0.04150Ø

CAP = 0.02

MWL=543.76

MWL=542.85

CAP = 0.91MWL=541.93

ERRAMANZIL COLONYSUMP CAP = 0.20

M.W.L=600.52CAP = 0.20 ML

M.W.L=588.15CAP = 12.5

M.W.L=568.76CAP = 5.45

SHAIKPET

(NEW)GLSR

M.W.L=559.01CAP = 2.86

(OLD)GLSR

SHAIKPET

250 CI

CAP = 22.70

M.W.L=534.00

REDHILLS

CAP = 6.00

SUMPL.B.NAGAR

CAP = 0.24

M.W.L=502.92

AADARSH NAGAR

I.D.P.L TOWN SHIP

AIR PORT

B.H.E.L (R&D)

JAGADGIRI GUTTA

GAJULA RAMARAM

OFF-TAKE

BANJARA

MOOSAPET

BHARATNAGAR

KUKATPALLYSUMP

I.D.P.L.

3"Ø

BALAJI NAGAR

(KPHB)

I.DL

8"Ø

BORABANDA

400Ø

600Ø IN

LET

450Ø

600Ø

M.W.L=528.000CAP = 5.00

L.W.L=522.000

ELUGUGUTTA

L.W.L 522.000

M.W.L 528.000

CAPACITY = 2.0 LAKHS GALLON

BEERAPPAGADDA

L.W.L = 549.000

M.W.L = 555.000

600Ø

CAP = 5.0

400Ø

MEERPET(KAILASGIRI)

VASAVI COLONY

SAROOR NAGAR

450/350 C.I TO KARMANGHAT

350

C.I

350

C.I

450

C.I

250 C.I

N.T.R NAGAR

1000 PSC

600

C.I

250 C.I

250

C.I

400 C.I

250

250

400 C.I

400 C.I 250

AUTO NAGAR

450/400/300 C.I

800 P.S.C

NAGOLE

KOTHAPET 300 C.I

250

600Ø

450Ø

400Ø

M.W.L = 581.300

O.U.T COLONY ELSR

400Ø

L.W.L = 578.000

M.W.L = 551.900

L.W.L = 558.900

E.L.S.R AT RADHIKA

500Ø

400 C.I

EC NAGAR

250

C.I

350C.I

100C.I

400 C.I

CHERLAPALLYPEDDA

400 C.I

CAP = 0.9

CAP = 0.6ML

SUMP

400Ø

250Ø

I.G.MINT

400Ø MS

LWL = 599.000

MWL = 603.00

MACHA BOLARUM

CAP : 0.5 ML

CAP : 2.27 LAKHS Lts

MWL = 571.000

LWL = 568.090

NAGAR SUMP

FATHER BALAIAHELSR

300Ø

GR

AV

ITY

400Ø M

S

YAPRAL

MWL = 585.000

CAP = 0.5 ML

LWL = 581.000

300

Ø P

UM

PIN

G

SUMP

600Ø

500 M.S

0.6ML SUMP

75

0 C

.I

450 C.I

450 C.I

700 PSC

500 Ø C.I.

600 Ø C.I

600 MS

LWL = 602.00

MWL = 608.00

CAP : 5.0

JAGDGIRIGUTTA

LWL = 581.00

MWL = 585.00

600 PSC

400

CI

JEEDIMETLA

CONTROL ROOMJEEDIMETLA

LWL = 588.13

MWL = 591.75

CAP : 0.9

LWL = 574.130

MWL = 571.1800.8ML SUMP

300 C.I

200Ø

300Ø

400A

.C

675PSC

CHANAKYAPURI

400C.I

450

M.S

300C.I

GAUTHAM NAGAR

250C.I

400C

.I

L.W.L = 554.00

M.W.L = 557.00CAP = 1.35

M.W.L = 552.40

L.W.L = 548.75

CAP = 0.6 ML

M.W.L = 539.40CAP = 1.0 ML

L.W.L = 535.80

SUMP

400Ø

350Ø

450Ø

100Ø350

300Ø

MUSHAK MAHAL

SHIVARAMPALLY

KATEDAN

BUDVEL

300Ø

300Ø

M.W.L = 560.20

L.W.L = 555.20

2.0 ML CAPACITY = L.W.L = 569.68

M.W.L = 573.68

CAPACITY = 1.0 ML

MAILARDEVPALLY

PUMP HOUSE

LWL : + 531.000

MWL : + 535.000CAP : 13.5 ML

LWL : + 531.000

MWL : + 535.000CAP : 0.05 ML

1000 PSC

800

P.S

.C

450C.I

450C.I

L.B. NAGAR

X-ROADS250 C.I

350 AC

350 AC

350 AC

DILSUKH NAGAR

LWL : + 496.00

MWL : + 502.00CAP : 5.0 ML 25

0 C.I

250 C.I

700

M.S

600 M.S

350 C.I450 C.I

Cap = 5.0

MWL = + 616.500

LWL = + 611.500

350

C.I

350 C.I

MADHAPUR

400 C.I

350

C.I

200 C.I

ISB

600Ø

PS

C

350Ø D

.I

300Ø D.I

GOPANNAPALLI

14 EASTERN COLONIESOF VANASTALIPURAM

CAP : 1.0 ML

LWL : + 545.000

MWL : + 549.000

HUDA PARK

400

C.I

400 /350/250 CI

400 /350/250 CI

LWL : + 514.000MWL : + 520.000

MWL : + 510.500

LWL : + 505.000

NAGARJUNA

CAP = 1.00 ML

MWL : + 528.00

LWL : + 524.500

NAGAR(u.const)

MWL : + 522.700

LWL : + 518.700

M.W.L: + 515.215

LWL : + 511.550

L.W.L=511.26

ADIKMET(shivam)

L.LADIKMET(shivam)

M.W.L=519.00

L.W.L=514.00

M.W.L=514.00

L.W.L=508.00

1400

MS

1400 MS

1400 MS

GAYATHRI NAGAR

DEFENCE COLONY

SNEHAPURI

M.W.L=523.800L.W.L=520.825

300 Ø

600Ø

600Ø M

S1000Ø

PS

C

CAP : 18.0 ml

LWL : + 545.000

MWL : + 549.000

TBR(K.W.S.P Scheme)

2200Ø MS PIPE LINE

900Ø

PRATHIBHA NAGAR

450Ø

UNDER 3rd MEGACITY PROJECT

RINGMAIN - I UNDER JNNURM

FROM GUNGAL

1000

Ø M

S

1200/900/600

VINAY NAGAR

450Ø

450Ø

400 PSC

450 PSC

900/750/600/450

600 Ø MS

900/750 Ø M

S

600

CI

450 CI

300 CI

200

CI

750 CI

450/300

1000Ø

900Ø

750Ø

1000Ø

PRASHANTH NAGARSUMP

WHITE TANK

RED TANK

GREEN TANK

2.2 ML

Cap = 6.0 ML

MWL = + 577.000

LWL = + 572.000

Cap = 5.0 ML

MWL = + 555.000

LWL = + 550.000

600 mm Ø PSC

MWL = 565.500

LWL = 561.500

Cap = 10.0 ML

MWL = + 525.000

LWL = + 520.000

TC = 32.88MLCAP=5.0ML

TC=5.46ML

CAP=13.0 ML

(WB)

CAP = 1.40ML

CAP = 3.99ML

CAP = 12.36ML

CAP = 20.57ML

HASSAN NAGARCap = 1.5 ML

MWL = + 545.900

LWL = + 542.000

CAP=2.5 MLM.W.L = 558.00L.W.L = 552.00

SUMPS TAKEN UP UNDER 3rd MEGACITY PROJECT

PUMP HOUSE PROPOSED IN 3rd MEGACITY PROJECT

ELSR'S TAKEN UP UNDER 3rd MEGACITY PROJECT

CAP = 5.0 ML

} TC

: 6

.82

ML

600Ø

GLSR 5.0 ML

TC : 3.17 ML

TC : 14.98 ML

TC : 9.22 MLCAP= 20.0 ML

CAP = 2.92 ML

} TC

: 2

.72

ML

}

TC

: 8

.32

ML

}

TC

: 16

.07

ML

7.5 ML(WB)

}

TC

: 5

.46

ML

(WB)}}

TC = 1.44ML}

TC

= 1

.36M

L

}

CAP=1.0 ML

450Ø

900 KL

650 KL

300Ø

DI

300ØDI

300/250/200/100ØCI

Cap = 2.5 ML

MWL = + 616.00LWL = + 602.00

TWO TIER RESERVIOR

500 D.I D

uring Droucht - 03

450/500 D.I During AFRO ASIAN GAMES

SU

PP

LY

SU

PP

LY

RAW WATER DUCT

RA

W W

AT

ER

DU

CT

GODAVARI

ENTRY POINT

QUTUBULLAPUR

KUKATPALLY

MALKAJGIRI

ENTRY POINTKRISHNA

2200Ø MS PIPE LINE

(ENROUTE VILLAGES)

7 M

G

7 MG

7 MG

88.5MG

2 MG

OVERVIEW OF EXISTING WATER SUPPLY SYSTEM AND

MWSS PH IV

MWSS PH III NEW

MW

SS PH I

PUMP HOUSE

SUMP AND

RECYCLINGARRANGMENTS

MWL=501.93mMDDL=493.78m

MDDL=518.250m

MWL=523.600m

Reservoir

Singur

OSMANSAGAR

M.W.L=588.15CAP = 12.5

SAHEBNAGAR

10/6km

90 MG

- 1.5 MG

INTAKE & RAW WATER

TREATMENT WORKS AT KODANDAPUR

CLEAR WATER PUMPING

MASTER BALANCING RESERVOIR GUNGAL

TERMINAL BALANCING RESERVOIR AT SAHEBNAGAR

CONTROL VALVE

PRESSURE PIPE LINES

STATE HIGHWAY NO.2

PUMPING STATION AT SUNKISHALA

STATIONS ENROUTE

RAW WATER GRAVITY PIPE LINE

GRAVITY PIPE LINES

ROAD CROSSINGS

CH:134.2 km

32.7km

82/2 km

KODANDAPUR

SUNKISHALA

APPROACH

+155.45 MMDDL

CHANNEL3.3 Km

PUMP

4-MAINS OF

2500mmØ -655 Mtrs.

6mØ1.44 Km

TUNNEL

SURGEPOOLHOUSE

+142.00CISTERN

+247.00

CAPACITY0.40TMC

9.26 Km

1.5 TMC

AKKAMPALLY

RESERVOIRBALANCING

116 km

A.M

AD

HAVA

RED

DY C

AN

AL

RESERVOIR

NAGARJUNASAGAR

17.2km

19.4km

22.9km

NASARLAPALLY

MUSI RESERVOIR

GODAKONDLA

40/2 kmGUNGAL

30.9km

MALLEPALLY101 km

IBRAHIM PATNAMTANK

(MAL)

A.MADHAVA REDDY CANAL

DA

M

SILL OF REGULATOR : + 230.40

FRL : + 245.00

MDDL : + 233.80

TBL : + 249.00

40/2 km

40/8 km

59/6km

MDDL145.00 M

PH IIIABANDON

CAP : 45.0 ml

LWL : + 618.000

MWL : + 624.000

CAP : 9.0 ml

LWL : + 491.000

MWL : + 495.000

CAP : 9.0 ml

LWL : + 349.000

MWL : + 353.000

CAP : 9.0 ml

LWL : + 218.500

MWL : + 228.500

Singapur

MWL= + 621.00

CAP (2Nos.)= 6 mgd

LWL = + 618.00

PATANCHERU

PEDDAPUR

MWL= + 506.00

CAP = 6 mgd

LWL = + 503.00

MWL= + 545.120

CAP = 0.3 mgd

LWL = + 541.460

MWL= + 546.490

CAP = 2.70 mgd

LWL = + 542.760

RajampetCap=16 mgd

KalabgurCap=33 mgd

OSMANSAGAR

SUMP

HUSSAIN

SAGAR

SUMP

M.W.L=526.24

M.W.L=525.02CAP = 4.54 MLGLSR

MIRALAM

2200Ø MS PIPE LINEJOINED AT SANTOSH NAGAR

X-ROADS

900/600Ø BWS

1200

Ø M

S

1200Ø MS

800Ø PSC

800Ø PSC

800Ø

PSC

700Ø

1000

Ø10

00Ø

1000Ø MS

700Ø

400Ø

1600Ø M

S

1200Ø M

S

GRID IMPROVEMENT NETWORK TAKENUP UNDER JNNURM

RINGMAIN - II UNDER JNNURM

GROUND LEVEL RESERVOIRS PROPOSED UNDER JNNURM

900Ø MSCAP = 9.0 MLM.W.L= + 605.00L.W.L= + 599.00

1600Ø PSC/MS

1400Ø MS

1400

Ø M

S

1200

Ø M

S

1200Ø MS

1200Ø P

SC

/MS

NEW THATTIKHANA

4

M.W.L= +540.00CAP = 10.00ML

L.W.L = +535.00

3M.W.L= +539.00CAP = 5.00ML

L.W.L = +533.00

2

M.W.L= +537.00CAP = 10.00ML

L.W.L = +532.00

1000MS

1

M.W.L= +508.00CAP = 5.00ML

L.W.L = +502.00

750MS

5

M.W.L= +610.00CAP = 10.00ML

L.W.L = +605.00

900MS

PATIGADDA

6

M.W.L= +527.00CAP = 3.00ML

L.W.L = +522.00600 MS

7

M.W.L= +529.50CAP = 7.50ML

L.W.L = +523.50100

0 M

S

8

M.W.L= +538.00CAP = 13.00ML

L.W.L = +532.00

1000 MS

9

M.W.L= +570.00CAP = 5.00ML

L.W.L = +565.00

600 Ø MS

10

M.W.L= +556.00CAP = 5.00ML

L.W.L = +551.00

600 Ø MS

12

M.W.L= +544.00CAP = 12.00ML

L.W.L = +539.00

13

M.W.L= +524.00CAP = 7.50ML

L.W.L = +519.00

600 MS14

M.W.L= +523.00CAP = 5.00ML

L.W.L = +518.00

900Ø MS

BANDLAGUDA

11

M.W.L= +597.00CAP = 2.00ML

L.W.L = +592.00

450Ø

MS

600Ø

MS

OU

TLE

T

2200/1600 Ø MS

SAIDABAD

450MS

450M

S

400 C.I

CAP = 6.0 MLM.W.L= + 562.50L.W.L= + 556.50

0.9

KM

56/4 km

CHANDRAYANGUTTA

LWL : + 537.000

MWL : + 542.000

CAP = 21.0 ML

RINGMAIN - II

RINGMAIN - I

KDWSP PH-II

PIPELINES TAKENUP WITH BOARD FUNDS

KDWSP PH-II PIPELINES UNDER JNNRUM

15.06 Sq.kms

19.28 Sq.kms

R.C.PURAM

PATANCHERU

ALWAL

ZONE-4

ZONE-5

36SqKm

ZONE-1

ZONE-2

ZONE-3

ZONE-6

20SqKm

30.65SqKm

31SqKm

31SqKm

ZONE-4

ZONE-5

36SqKm

ZONE-1

ZONE-2

ZONE-3

ZONE-6

20SqKm

30.65SqKm

31SqKm26SqKm

31SqKm

LAKSHATTIPET

KONDAPAKA

27KM /134 M LIFT

MALLARAM

48 KM/131M LIFT

KARIMNAGAR

DHARMARAM

53 KM/121M LIFT

BARRAGE

CWR & CWPP-IIIE.L. +507M

CWR & CWPP-IIE.L. +375M

58 KM/120 M LIFT

G O D A V A R I R I V E R

SIDDIPET

PEDDAPALLY

INTAKE WELL & RWPP

KUKKALAGUDUR

WTP & CWPP-1

ANTARGAON

E.L. +620M

MANCHIRYAL

M.B.R

DAM

MAQDUMPUR

GHANPUR

MURMUR

E.L. +131M

E.L.+255M

SRIPADASAGAR

GODAVARI

YELLAMPALLI

GWSS PH-I

4

78 87119 130

405430

588

650

335 335 335 335

0

100

200

300

400

500

600

700

2009 2011 2021 2031

Su

pp

ly in

MG

D

Horizon Years

DEMAND Vs SUPPLY (in MGD)

Population (Lakhs) Demand (Mgd)

5

SCADA SYSTEM

IN HMWSSB

6

Present Water Supply Distribution Pattern to the Customers

From Treatment plant – Transmission – MBR’s – TBR’s – SR’s- Customers

6 Circles

16 Divisions

94 Reservoir

MBR’s – 12

Daily Production

Quantity – 1545 MLD

O&M Circles – 6

Transmission Mains

length 500 Km O&M Divs. - 16

SR’s - 94

Need of SCADA Project in HMWSSB

As It Involves Complexity- SCADA Is a Tool to Help Water Management

Customers

7

• To monitor the real time data of hydraulics of Key Installations

a) Flow rates through pipe lines and quantities of water supplied and released from service reservoirs.

b) Status of water levels in the reservoirs for round the clock observation.

c) Presence of Residual chlorine of water released

from the reservoir for public consumption.

Objectives:

8 8

Components: 1. Installation of Bulk Flow Meters for measurement of

the instant & cumulative flows passed through pipe line.

2. Installation of Water Level Indicators at reservoirs.

3. Installation of Residual Chlorine Analyzers at the outlets of service reservoirs.

4. SCADA related Hardware and Software components

such as RTU’s, Computers, PLC’s, GSM modules at Central Control Station & Field Stations.

9 9

SCADA COMPONENTS

Sl. No.

Item Description Units

1 Flow Meters

(Ultrasonic) 184 Nos

2 Remote Terminal Units (RTU) 84 Nos

3 Level Indicators 94 Nos

4 Residual Chlorine analyzer 84 Nos

5 Chambers 184 Nos

10

The benefits derived from the project are real time monitoring of water flows to all the reservoir of HMWSSB and facilitating as a tool for decision making for transfer and regulation of water

Quality Control Measures: Regular and periodical quality checks on all

components of work by in house Quality Control Division headed by a General Manager(E)

Periodical review & monitoring of progress on

project by Independent Review & Monitoring Agency (IRMA) appointed by SLNA

11

SYSTEM ARCHITECTURE Central

Control

Station

Field

Station

DATA Acquisition

System

Control

System

GSM

N/W

12

Go to Geo

SCADA on

Microsoft

Virtual Earth

Circle wise

Water

Distribution

Analysis

SCADA SCREEN

13

14

Switch to

any of

the

Division

or Circle

from any

page

TRANSMISSION FLOWS TO RESERVOIRS

SCREEN SHOT OF ONE DIVISION

15

REAL TIME DATA OF ONE MASTER BALANCING RESERVOIR

16

REAL TIME DATA OF KEY PIPELINE JUNCTION

17

Hourly Water

consumption

analysis for

entire Day

for all sites

HOURLY LOG

18

SCADA BENEFITS

Automatic Capture of Vital Hydraulic DATA. • Digital data is automatically generated of all key installations and stored for record &

analysis purpose. Earlier management used to depend on number of manuscript logbooks maintained at various reservoir locations for the similar analysis purpose.

• The data Pertains to flows to Reservoirs, levels of Reservoirs & residual chlorine of water released from reservoir.

Monitoring of Real Time DATA. • Online DATA is regularly monitored pertains to flows & quantities to each reservoir

with reference to the allotted quantities.

Short/Excess Supplies Reports. • Total quantity generated and supplied by the transmission system to each distribution

system vis-à-vis short/excess supplies regulated.

UFW Assessment. • UFW study is taken up to assess the losses at Transmission system, Reservoir &

Distribution System.

Customer Satisfaction for Receipt of Reliable Supplies.. • Presently, one person is generating the reports & communicating to each O&M

Division for their perusal and information about the supplies of the quantities provided to them and even being made known to the customers and public representatives to improve the customer satisfaction.

TANKER MANAGEMENT

USING IT

19

Mobile Water Supply – Tanker

Management

Total Filling Stations : 84

Payment Tankers : 551

Free Tankers : 132

Average Free Trips per month : 24,000

Average Payment Trips per Month : 71,000

Water supplied though tankers : 4 MGD

Revenue – About Rs.50 Cr transactions per annum.

All tankers are fitted with AVTS devices for

monitoring.

Tanker Management Before IT

Manual records

– Gate pass at Filling Station.

– Trip details, payment details, free tanker trips.

No records on water drawn

Water audit was not possible due to lack of accurate data on water

drawn and payments received.

No mechanism to ensure on time delivery of tankers to consumers .

– The tanker owner/ filling station in charge used to send water tanker

to consumer as per his/her discretion.

No mechanism to prevent diversion of tankers to unauthorized users

– Consumers (mostly businesses and industries) used to call tanker

owners directly for water tankers.

– Connivance of Tanker in-charge and staff with Tanker operators and

formation of Tanker owners association to black mail any steps to

control them

Effective Water Tanker Service delivery With Smart Cards based tanker

Management System Customers registers Tankers Request though IVRS from their registered mobiles Token number generates along with secret code sent to consumer by SMS. The consumer hands over the secret code to taker person after satisfactory delivery. Each Tanker issued a RFID Smart card for effective accounting of water drawn and number of trips at filling point. Handheld EPOS terminal generates gate pass first come first serve mode.

22

Tanker Delivery Status online

Water audit at filling stations

Water audit: • To automate records on water supply and the

consequent revenues.

• To establish reconciliation between water supplied and payments received.

• To ensure accountability for tanker trips, payments received, water drawn and accounted for.

Consumer Satisfaction: • Timely delivery of services.

• Delivery to genuine consumers.

• Ensure equitable supply to all consumers on first-come-first-serve basis

Process Flow

Tanker Service Request

Request forwarded to concerned FS

Capturing PIN to process next service request.

SMS to the consumer regarding delivery & closure of Tanker service request

Website

Facebook

Division /Section Offices

IVRS

SMS to the consumer with secret PIN

Transmission of tanker request to handheld terminal at filling station in queue (first in first out)

Gate pass generation for

delivery deducting smart cad balance

Increase in Tanker service Efficiency

S.No

Year Efficiency(%) Remarks

1 2011 31.17 Smart Card System implementation started during Dec -2011

2 2012 35.89

Smart card implementation to all filling station in HMWSSB completed at the End of APR -2012

3 2013 70.56 Started IVRS integrated with the Tanker Filling stations Module

Note: As per citizen charter tanker has to be deliver with in 3 hours

Capturing the Meter Reading in epos

Filling Station wise Trips Summary

Filling Station wise Trip Details

Filling Station wise water Audit Chart

Water

Drawn

Water

Accounted

Unaccounte

d water

Audit Summary of All Filling Stations

Filling Station Wise Trip Summary

Tanker Trip Details

Consumer Satisfaction

No wait time for booking tankers

– Consumers can book water tanker by calling 155313

(IVRS) /www.hyderabadwater.gov.in/

www.facebook.com/HMWSSB with zero wait time.

Guaranteed delivery

– A secret PIN is communicated to customer through voice

and SMS.

– The PIN ensures that tanker booked by the consumer is

not diverted to others.

Priority in queue is maintained

– The token is forwarded to the hand held terminal at the

concerned filling station

– Gate pass for the trips is generated on first come first

serve basis.

View Tanker token Status online

METRO

CUSTOMER CARE (MCC)

USING IT

36

Grievance registering Channels

Website

(www.hyderabadwater.gov.in)

Facebook www.facebook.com/HMWS

SB

Division / Section Offices (Prajavani)

IVRS

(155313)

Grievance Process Flow

Complaints Channel Forwarding to

concerned sections

updating the action

taken on the complaint

SMS to the consumer regarding

closure of complaint along with

mobile no. of the field officers

Website Facebook

Division /Section Offices

IVRS

Types of Complaints Processed

S.No COMPLAINTNAME Nature of Complaint

1 Water Supply MISSING WATER MANHOLE COVER

2 Water Supply CHANGE OF CATEGORY OF CONSUMPTION

3 Water Supply ERRATIC TIMING OF WATER SUPPLY

4 Water Supply ILLEGAL USING OF MOTOR

5 Water Supply POLLUTED WATER SUPPLY

6 Water Supply LOW WATER PRESSURE

7 Water Supply NO WATER FOR 'X'DAYS

8 Water Supply WATER LEAKAGE

9 Sewerage SILT ON THE ROAD

10 Sewerage CHOKAGE CUSTOMER PREMISES

11 Sewerage SEWERAGE OVERFLOWS-ON THE ROAD

12 Sewerage REPLACEMENT OF MISSING MANHOLE COVER

13 Billing ENHANCEMENT OF CONNECTIONS (GETTING TWO BILLS)

14 Billing PROTEST AGAINST THE CUSTOMER ACCOUNT NO.S

15 Billing METER READING DISPUTE

16 Billing DISPUTE OVER CATEGORY CLASSIFICATION

17 Billing SETTLEMENTS OF OVER DUES

18 Billing NAME CHANGE

19 Billing SERVICE ALREADY DC,GETTING REGULAR BILLS

Types of Complaints Processed

S.No COMPLAINTNAME Nature of Complaint

20 Billing REQUEST FOR THE RECONNECTION OF WATER SUPPLY

21 Billing CORRECTION OF NAME

22 Billing CORRECTION OF HOUSE NO.S

23 Billing NON-ISSUE OF BILLS

24 Billing REQUEST FOR DISCONNECTION OF WATER SUPPLY

25 Billing OTHERS

26 Billing NON-POSTING OF PAYMENTS

27 Billing POSTING OF PAYMENTS IN WRONG ACCOUNT

28 Billing DISPUTE OVER SEWERAGE CESS

29 Billing EXCESS BILL AND VERIFICATION

30 Billing NON-COMPLIANCE OF ONE TIME SETTLEMENT

31 Billing NON-RECEIPT OF WATER BILL

32 Request Services TANKER REQUIRED FOR ADDITIONAL SUPPLY

33 Request Services DIAL-A-TANKER

34 Request Services CONNECTION REQUEST

35 Others SWC ONLINE PURPOSE

36 Others CHANGING OF LINE REQUESTED

37 Others STORM WATER OVERFLOWS

38 QAT ABSENSE OF RESIDUAL CHLORINE

Registering Complaints through MCC

Capture Complaint / Request

Forwarding request to sections

Updating Status

Query & Response

46

THANK YOU