METROPOLITAN WATER SUPPLY & SEWERAGE BOARD

IT FOR MANGEMENT OF WATER SUPPLY

“SCADA IN HMWSSB” by

Sri. M. SATYANARAYANA, Director Projects, HMWSSB 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 OSMANSAGAR  Himayatsagar on River Esi  Manjira Barrage & Singur Dam on River Manjira  Nagarjunasagar on River Krishna Capacity Distance from Drawls River Year Source Name city “Km” Installed Storage ( Mgd) (Mgd) (TMC) 15 27 3.90 18 Osmansagar Musi 1920 (Gravity)

9.6 18 2.967 17 HIMAYATSAGAR Himayatsagar Esi 1927 (Gravity) Manjira – 1965 & 58 45 45 Manjira 1.500 Phase I & II 1981 (Pumping) (15+30) Manjira – 1991 & 80 75 75 Manjira 30.00 Phase III & IV 1994 (Pumping) (37 + 38) 116 90 Krishna Ph-I Krishna 2004/05 (Pumping / 90 Gravity) 1.50 116 90 Krishna Ph-II Krishna 2006-08 (Pumping / 90 Gravity) MANJIRA Total KDWSP Phase-I & II 346SINGUR 39.816 338 G O D A V A R I R I V E R MANCHIRYAL OVERVIEW OF EXISTING WATER SUPPLY SYSTEM AND YELLAMPALLI LAKSHATTIPET BARRAGE INTAKE WELL & RWPP SRIPADASAGAR DAM E.L. +131M DHARMARAM MURMUR KUKKALAGUDUR GRID IMPROVEMENT NETWORK TAKENUP UNDER JNNURM ANTARGAON PEDDAPALLY 53 KM/121M LIFT

KARIMNAGAR WTP & CWPP-1 E.L.+255M MAQDUMPUR

48 KM/131M LIFT

MALLARAM CWR & CWPP-II E.L. +375M SIDDIPET

27KM /134 M LIFT GODAVARI Singur MWL=523.600m MDDL=518.250m GWSS PH-I Reservoir KONDAPAKA CWR & CWPP-III E.L. +507M 58 KM/120 M LIFT SUMP AND 15.06 Sq.kms PUMP HOUSE MWL=501.93m MDDL=493.78m R.C.PURAM GHANPUR M.B.R 19.28 Sq.kms E.L. +620M

Kalabgur Cap=33 mgd

PEDDAPUR RECYCLING ARRANGMENTS CAP = 6 mgd JAGDGIRIGUTTA 450 C.I QUTUBULLAPUR 450 C.I  CAP : 5.0 MWL= + 506.00 MWL = 608.00 Rajampet LWL = 602.00 LWL = + 503.00 Cap=16 mgd GAJULA RAMARAM CAP : 0.9 MACHA 0.6ML SUMP MWL = 591.75 MWL = 585.00 CAP : 0.5 ML 600Ø LWL = 588.13 MWL = 603.00 LWL = 581.00 C.I 750 300 C.I LWL = 599.000 600 MS 500 M.S 400Ø MS 600 Ø C.I 0.8ML SUMP CONTROL ROOM 1200 PSC GODAVARI 700 PSC MWL = 571.180 200Ø 800 PSC LWL = 574.130 600 PSC ENTRY POINT

300Ø ALWAL 400Ø MS 500 Ø C.I. JAGADGIRI GUTTA CAP = 13.61 ELSR CAP = 2.70 mgd MWL=584.00 FATHER BALAIAH AADARSH NAGAR 600 mm Ø PSC NAGAR SUMP MWL= + 546.490 SUPPLY CAP : 2.27 LAKHS Lts

LWL = + 542.760 400CI MWL = 571.000 CAP = 12.27 LWL = 568.090 PUMPING 300Ø SUMP CAP = 0.5 ML PATANCHERU MWL=583.23 MWL = 585.000 HYDERNAGAR JEEDIMETLA LWL = 581.000 10001100 PSC/MS PSC CAP = 0.3 mgd CAP = 22.70 MWL=605.33 MWL= + 545.120 600 RCC O.U.T COLONY ELSR

300Ø GRAVITY 250Ø CAP = 0.9 LWL = + 541.460 M.W.L = 581.300 L.W.L = 578.000  MWSS PH I

I.D.P.L. MEDAK ROAD SUMP CAP = 0.6ML 400Ø MWL = 565.500 525 RCC 400Ø LWL = 561.500 SUMP 525 RCC 1400 MS 400Ø DEFENCE COLONY

1000 MS I.D.P.L TOWN SHIP MOULALI (NEW) 3"Ø 400 C.I

800 PSC 800 () HIGH LAVEL 400 C.I CAP = 13.62 I.G.MINT CAP = 40.86 LINGAMPALLY B.H.E.L (R&D) MWL=567.23 MWL=592.23 KUKATPALLY 2.2 ML 500Ø 350C.I BALAJI NAGAR 400 C.I 100C.I LOW LAVEL (KPHB)  GAYATHRI NAGAR Singapur CAP = 40.86 525 Ø PH III MWSS PH IV 1000Ø PSC

MWL=589.79 C.I 250 PEDDA CAP (2Nos.)= 6 mgd ABANDON E.L.S.R AT RADHIKA M.W.L = 551.900 I.DL 1000 PSC MWL= + 621.00 L.W.L = 558.900 EC NAGAR SUPPLY

LWL = + 618.00 MWSS PH III NEW 900Ø BANJARA

1400 MS 8"Ø 700 M.S 700 OFF-TAKE  762 PSC 1400 MS   1200 PSC/MS 1200  BHARATNAGAR CHANAKYAPURI 1050 PSC SUMP CAP = 0.6 ML   CAP = 1.0 ML M.W.L = 552.40 400C.I M.W.L = 539.40 L.W.L = 548.75 200 C.I 1143 PSC L.W.L = 535.80 800Ø PSC 1016 PSC 450 CI 675PSC 250C.I 600Ø PSC 300Ø 250Ø 350Ø CANTONEMENT MOULALI 400A.C 400 C.I X-ROADS 600Ø MS 1000 PSC 400Ø 675 PSC 400C.I 450 M.S (OLD)

600 M.S 350 C.I 1050 PSC CAP = 1.35 KUKATPALLY NALLAH KUKATPALLY

762 PSC MAHENDRA HILLS 450Ø 300 CI M.W.L = 557.00 CAP = 9.08 600 MEERPET(KAILASGIRI) 600 PSC 500Ø PUBLIC SUMP L.W.L = 554.00 MWL=555.35 PSC 300C.I CAP = 5.0 400 C.I SCHOOL MAHENDRA 600Ø 600Ø M.W.L = 555.000 AIR PORT 1050 PSC MAREDPALLY Cap = 6.0 ML TIMBER DEPOT 350Ø ELSR CAP = 1.36 HILLS L.W.L = 549.000 MWL = + 577.000 600PSC PRAKASHNAGAR M.W.L=563.88 600Ø LWL = + 572.000 450Ø ERRAGADDA 1000Ø GLSR CAP = 14.98 ML CAP = 9.0 ML Cap = 5.0 1000Ø M.W.L= + 605.00 GOPANNAPALLI 2-TIER GLSR CONTROL MWL=550.47 900Ø MS 600 PSC 350 C.I 350 MWL = + 616.500 LOWER TIER 900Ø TC : 14.98 ML L.W.L= + 599.00 LWL = + 611.500 CAP = 0.91 S.R.NAGAR ROOM 1200Ø PSC/MS 150Ø 200 CI CAP = 0.91 ML 450/500 D.I 350During C.I AFRO ASIAN GAMES M.W.L=561.00 800 PSC 300 CI PRATHIBHA NAGAR 250Ø ELSR CAPACITY=0.23 M.W.L= + 563.27 Cap = 2.5 ML UPPER TIER 750Ø M.W.L=560.98 TWO TIER RESERVIOR CAP = 0.91 ML 6.82 : TC S.R.NAGAR 450 CI ADDAGUTTA PORTION OF EXISTING MWL = + 616.00 M.W.L=566.37} (OLD)SUMP CAP = 0.23 350 C.I LWL = + 602.00 GLSR 5.0 ML PRAKASH NAGAR MAREDPALLY BOOSTER LALAPET LINE BELOW 350Ø D.I (NEW)SUMP CAP = 0.45 RLY TRACK 450 C.I CAP = 0.91 762 PSC 525 RCC CAP = 0.91 400Ø MWL=541.93 250Ø CI 1000 PSC M.W.L=540.72 300 CI 450 CI 600 PSC YELLAREDDY GUDA PATIGADDA 150 CIZONE-4 SUMP CAP = 0.11 SUMP CAP = 0.07 250 CI PUNJAGUTTA CAP = 3.00ML M.W.L=528.83 450 HSP 525 PSC JUBLEE HILLS M.W.L= +527.00 350 RCC 450 CI OFFICERS COLONY 600 MS 450 CI SR4 L.W.L = +522.00 AUDIA NAGAR 300 CI CAP = 2.72 250Ø ELSR CAP = 0.04 CAP = 0.30 150Ø GLSR CAP = 12.26 M.W.L=551.99 PSC 1000 X-ROADS MWL=543.76 CI 400 CAP = 1.48 ML M.W.L=536.91 M.W.L=619.96 JUBILEE SUMP M.W.L=549.55 1200Ø MS 300Ø D.I ISB 36SqKm600 PSC CAP = 0.02 6 ELSR CAP = 0.91 450Ø Cap = 5.0 ML MWL=542.85 750 MS HUSSAIN SAGAR M.W.L=555.25 500 D.I During Droucht - 03 ZONE-6 MWL = + 555.000 BHOIGUDA 150CI (PH-I) (OLD)GLSR 250 RCC LWL = + 550.000 HUSSAIN 1000 PSC CAP = 0.14 TC : 3.17 ML SNEHAPURI CAP = 0.19 1200/900/600 600 MS SAGAR 300 CI MWL=506.93 525 PSC 300 Ø M.W.L=616.61 (PHASE-I) (NEW)GLSR 600 PSC M.W.L=523.800 300 CI 31SqKmSUMP CAP = 0.68 1200 MS 400 CI MWL=550.16 L.W.L=520.825 JUBLEE HILLS 350HSP 1000 PSC 400 CI SRI (ST) JOURNALIST COLONY 600 CI 762 Ø SRINIVASA NAGAR 100 CI CAP = 0.14 (ST) 7.5 ML(WB) (2-TIER) 600 CAP = 2.20 CAP = 1.14 1200 PSC/MS LOWER TIER JUBLEE HILLS M.W.L=554.43 MS M.W.L=539.60 M.W.L=539.19 100 CI 600 HSP (PH-I) 7 CAP = 0.30 SRII M.W.L=616.92 HUSSAIN SAGAR CAP = 0.19 200 CI KAWADIGUDA UPPER TIER ERRAMANZIL COLONY CAP = 7.50ML CHILKALGUDA M.W.L=601.68 SUMP CAP = 0.20 BOOSTERS M.W.L= +529.50 700Ø CAP = 0.05 TC : 9.22 ML 1000 MS (OLD) GLSR CAP = 5.58 M.W.L=623.01 BANJARA 2nd STAGE L.W.L = +523.50 CAP= 20.0 ML SLAUGHTER M.W.L=525.17 CAP = 0.20 ML (REMOND) GLSR CAP=5.68 M.W.L=600.52 BANJARA 1st STAGE HOUSE 1000Ø MS PRASHASAN NAGAR 5 900MS Cap = 10.0 ML M.W.L=527.91 (RECT) GLSR CAP = 4.54 600 CI 750 CI MWL = + 525.000 675 CI M.W.L=525.17 ROAD 1100 MS NEW THATTIKHANA LWL = + 520.000 ELSR CAP = 0.27 } ML 16.07 : TC SHAIKPET MAISAMMA LIC COLONY M.W.L=534.62 CAP = 10.00ML TEMPLE ELSR CAP = 0.27 CHILKALGUDA ON HILLOCK M.W.L= +610.00 M.W.L=527.00 HARINAGAR ELSR L.W.L = +605.00 SUMP CAP = 0.27 400 CI CAP = 0.91 1000Ø M.W.L=505.00 UNIVERSITY

BANJARA 450 Ø PSC MWL=536.075 700Ø SHAIKPET TOLI CHOWKI CI 350 ELSR CAP = 0.03

HARINAGAR (NEW)GLSR SUMP BEERAPPAGADDA SHAIKPET} CAP = 2.92 ML 1200 PSC/MS CAP = 5.45 RAW WATER DUCT 675 RCC CAPACITY = 2.0 LAKHS GALLON M.W.L=568.76 (OLD)GLSR 450 CI 800 PSC (shivam) 600Ø INLET  750 Ø NALLAH 400 Ø CAP = 2.86 1000 PSC W.T.P (PHASE-I) H.L M.W.L=519.00 M.W.L 528.000

M.W.L=559.01 L.W.L=514.00 ADIKMET(OLD) L.W.L 522.000 1000Ø

TC : 8.32 ML 8.32 : TC CAP = 5.00ML 3 825 Ø CAP = 5.45 ML M.W.L= +539.00 (OLD)GLSR 1000 PSC600 PSC ADIKMET(shivam) M.W.L=515.72 L.W.L = +533.00 CAP = 1.82 L.L RED HILLS ELSR CAP = 0.41 NALLAH M.W.L=514.00 L.W.L=511.26 1600Ø MS 1200 Ø SHAIKPET 600 Ø 825 Ø (OLD)GLSR(L.L) M.W.L=505.97 (WB)

CAP = 8.90 M.W.L=544.07 L.W.L=508.00 1200 RCC W.T.P (NEW)ELSR 450Ø RCC ELSR M.W.L=527.31 600 Ø CAP = 3.64 600 PSCCAP=13.0 ML

1000 MS CAP = 10.00ML M.W.L= +540.00 CAP = 0.91 ELSR CAP = 0.41 NARAYANA M.W.L=509.02 M.W.L=552.30 (OLD)GLSR(H.L) 1200 PSC L.W.L = +535.00 1200Ø MS M.W.L=544.07 TC=5.46ML ELSR CAP=0.91 450Ø } GUDA } CAP = 11.63 ZONE-5M.W.L=518.77 ML 5.46 : TC OSMANSAGAR NEW BT } TC = 32.88ML (NEW)GLSR(L.L) CAP=5.0ML SHAIKPET 1000MS M.W.L=527.30 600Ø 600Ø ZONE-3 CAP = 0.45 CAP = 6.49 (WB) CAP = 12.5 250 CI SUMP 4 KAKATIYANAGAR M.W.L=531.57 M.W.L=533.10 GUNFOUNDARY M.W.L=588.15 800Ø TILAK NAGAR 400Ø CAP = 0.91 OLD BT CAP = 0.27 (NEW)GLSR(H.L) M.W.L=522.12 1 M.W.L=559.11 CAP = 1.36 ML 2.72 : TC SIVAM ROAD X-ROADS

750 CI 750 26SqKm CAP = 4.63 ELUGUGUTTA RINGMAIN - II M.W.L=531.27 CAP = 5.00ML M.W.L=530.81 750MS 31SqKm MS ELSR REDHILLS M.W.L= +508.00 BOJAGUTTA } ADIKMET CAP = 5.00 GOLNAKA CAP = 0.23 NAMPALLY L.W.L = +502.00 525 CI CAP=2.5 ML 350 CI CAP = 0.27 M.W.L=528.000 NAVODAYA 1000 PSC 450 CI 1200 PSC/MS RAW WATER DUCT M.W.L = 558.00 HOSPITAL BOGGULAKUNTA L.W.L=522.000 L.W.L = 552.00 1000 PSC COLONY 600 MS 500 CI X-ROADS 1000 PSC 400Ø CAP = 5.18 SHAIKPET ASIF NAGAR M.W.L=503.22 OSMANSAGAR 450 CI NAYADAYANAGAR CI 750 250 CI HINDINAGAR CAP = 12.5 CAP = 0.91 ELSR M.W.L=588.15 M.W.L=540.00 BHOIGUDA CAP = 1.00

250 CI KAMAN M.W.L=575.42 CI 350 SUMP SARADANAGAR RING ROAD CAP = 10.00ML 450 CI CAP = 0.13 M.W.L= +537.00 M.W.L=500.94 450/300 L.W.L = +532.00 MAHABOOB 1200Ø MS RETIBOWLI X-ROADS MANSION 2 R I V E R 400 CIELSR M.W.L: + 515.215 GHODE-KI-KABAR LWL : + 511.550 CAP = 1.40ML 250 C.I 600 MS ALLABANDA ELSR SUMP(OLD) CAP = 0.91 BRIDGE M.W.L=520.62 TC = 1.44ML CAP = 0.05 250 M.W.L=484.68 400 PSC SUMP CAP = 0.53 250 CI KOTHAPET 300 C.I M.W.L=500.64 } SUMP(NEW) 750 CI 750 CI CAP = 0.23

OSMANSAGAR M.W.L=487.73 400 C.I 250 1200 PSC/MS 1200 300 CI 900 KL ASMANGADH 350 C.I 350 C.I

CAP = 3.99ML MWL : + 522.700 C.I 450 250 CI X-ROADS 1200 PSC/MS (OLD) 250 250

1050 CI 200CI MISRIGUNJ & CHARMINAR 13 CHANCHALGUDA 675 CI VASAVI COLONY 525 HSP ASMANGADH 400 C.I 600 PSC CAP : 5.0 ML 250 C.I MOGALPURA 650 KL 900Ø MS CAP = 8.17 C.I 600 450 CI 600 CI (NEW) M.W.L: + 522.700 MWL : + 502.00 SUMP CAP = 0.23 YAKATPURA BOOSTER 250 C.I 1200Ø MS CAP = 5.00ML LWL : + 518.700 M.W.L=511.70 CAP = 5.0 ML M.W.L= +523.00 LWL : + 496.00 250 C.I 900/750/600/450 ELSR CAP = 0.91 1050 CI ZONE-2 MWL : + 520.000 600 MS 1000 PSC 14 L.W.L = +518.00 CAP = 1.36 MANSURABAD LWL : + 514.000 7 MG M.W.L=529.65 450MS CAP = 7.50ML ASMANGADH N.T.R NAGAR X-ROADS M.W.L= +524.00 SAIDABAD 450 PSC MUSHAK MAHAL L.W.L = +519.00 250C.I 825 CI 1000 PSC 600 CI MADANNAPET 450MS 400 C.I FATHE DARWAZA 30.65SqKm SUMP CAP = 0.045 VINAY NAGAR1200 PSC/MS DILSUKH NAGAR 450C.I 825 Ø 600 CI 450Ø 350 AC (EXIST) SANTOSH NAGAR 500 CI X-ROADS L.B.NAGAR 450C.I ZONE-1 1200Ø MS CAP = 20.57ML SUMP ZOO PARK 450Ø MISRIGUNJ 400 PSC CAP = 0.24 2200Ø MS PIPE LINE M.W.L=502.92 1000 MS 550 CI 450Ø2 MG JOINED AT SANTOSH NAGAR 20SqKm 800 P.S.C MIRALAM RIYASATNAGAR 600 PSC X-ROADS 600 RCC SUMP 1400Ø MS L.B. NAGAR 1000 PSC ALIABAD CAP = 0.45 KRISHNA SAROOR NAGAR 250 C.I MIRALAM M.W.L=515.42 X-ROADS TANK 1000 MS 600 CI ELSR ENTRY POINT 400 CI CAP = 1.36 VAISHALI NAGAR M.W.L=533.40 1000 MS 675 CI CAP = 6.00 450/350 C.I TO GLSR ALIABAD NAGARJUNA MWL : + 510.500 600 PSC NAGAR(u.const) LWL : + 505.000 600 PSC 800 P.S.C 1200PSC ALIABAD CAP = 1.00 ML 600 MS CAP = 14.76 MWL : + 528.00 CAP = 12.36ML M.W.L=525.78 DRDO 900/750 Ø MS 1200 PSC LWL : + 524.500 AUTO NAGAR 300/250/200/100ØCI 300ØDI 400 CI GATE 600 Ø MS 350 AC 300ØDI 8 CAP : 13.5 ML 300Ø 1540mm Ø 525 CI 900 PSC MWL : + 535.000 CAP = 13.00ML 2200Ø MS PIPE LINE M.W.L= +538.00 800Ø PSC ENTRY POINT JAHANUMA LWL : + 531.000 M.W.L. : + 537.500 L.W.L = +532.00 RIYASAT NAGAR 300Ø JAHANUMA L.W.L. : +528.350 MIRALAM 600 CI HASSAN NAGAR (OLD)GLSR 12 350 AC PUMP HOUSE 450/400/300 C.I HIMAYATH SAGAR Cap = 1.5 ML GLSR CAP = 8.99    CAP = 4.54 ML M.W.L=549.57 MWL = + 545.900 M.W.L=525.02 CAP = 12.00ML (NEW)GLSR M.W.L= +544.00 LWL = + 542.000 SUMP CAP    PRASHANTH NAGAR CAP = 0.11 ML FALAKNAMA L.W.L = +539.00 350Ø M.W.L=550.00 SUMP HAYAT NAGAR LEGEND M.W.L=526.24 BRIDGE CAP : 0.05 ML MAILARDEVPALLY 1200 Ø WHITE TANK MWL : + 535.000

1200 PSC 2200Ø MS PIPE LINE 1000Ø MS LWL : + 531.000 400Ø CAP = 6.0 ML MAISARAM CHANDRAYANGUTTA 1400Ø MS M.W.L= + 562.50 7 MG BUDVEL L.W.L= + 556.50 RED TANK PIPE LINES MAISARAM SUMP 800Ø PSC CAPACITY = 1.0 ML 450Ø KATEDAN (PHASE-I)ONLY CAP=1.0 ML 300Ø GREEN TANK 400C.I M.W.L = 573.68 600 MS 2200/1600 Ø MS 7 MG 14 EASTERN COLONIES CAPACITY = 2.0 ML L.W.L = 569.68 600 Ø OF VANASTALIPURAM M.W.L = 560.20 350 MAISARAM RINGMAIN - I UNDER JNNURM 450Ø MS (OLD) GLSR L.W.L = 555.20 600 Ø 800Ø PSC 100Ø CAP = 0.45 CAP = 22.70 600 Ø MS M.W.L=555.96 10 CHANDRAYANGUTTA 400 /350/250 CI M.W.L=534.00 (NEW) GLSR MAISARAM SHIVARAMPALLY BANDLAGUDA 600 Ø MS HUDA PARK 600Ø MS OUTLET CAP = 0.91 CAP = 21.0 ML } 1.36ML = TC CAP = 2.00ML M.W.L=565.04 9 MWL : + 542.000 CAP : 1.0 ML M.W.L= +597.00 MAISARAM RINGMAIN - II UNDER JNNURM CAP = 5.00ML LWL : + 537.000 MWL : + 549.000 400 /350/250 CI L.W.L = +592.00 M.W.L= +556.00 CAP = 5.00ML AT BARKAS FROMLWL GUNGAL : + 545.000 11 L.W.L = +551.00 M.W.L= +570.00 1600Ø PSC/MS   L.W.L = +565.00 900/600Ø BWS 90 MG - 1.5 MG KDWSP PH-II PIPELINES UNDER JNNRUM (ENROUTE VILLAGES) 88.5MG

CAP : 18.0 ml PIPELINES TAKENUP WITH BOARD FUNDS MWL : + 549.000 10/6km LWL : + 545.000 SAHEBNAGAR 30.9km EXISTING PIPE LINES TBR(K.W.S.P Scheme) IBRAHIM PATNAM TANK RESERVOIRS

INTAKE & RAW WATER 40/2 km RINGMAIN - I CAP : 45.0 ml PUMPING STATION AT SUNKISHALA MWL : + 624.000 40/8 km LWL : + 618.000 EXISTING MASTER BALANCING RESERVOIRS GUNGAL 40/2 km 19.4km TREATMENT WORKS AT KODANDAPUR 56/4 km EXISTING GROUND LEVEL SERVICE RESERVOIRS 59/6km (MAL) GODAKONDLA CLEAR WATER PUMPING CAP : 9.0 ml 22.9km STATIONS ENROUTE MWL : + 495.000 MUSI RESERVOIR EXISTING ELEVATED SERVICE RESERVOIRS LWL : + 491.000 MASTER BALANCING RESERVOIR GUNGAL KDWSP PH-II CH:134.2 km NASARLAPALLY GROUND LEVEL RESERVOIRS TAKEN UP 82/2 km CAP : 9.0 ml 32.7km UNDER 3rd MEGACITY PROJECT MWL : + 353.000 LWL : + 349.000 TERMINAL BALANCING RESERVOIR AT SAHEBNAGAR 101 km CAP : 9.0 ml MWL : + 228.500 ELSR'S TAKEN UP UNDER 3rd MEGACITY PROJECT A.MADHAVA REDDY CANAL LWL : + 218.500

CONTROL VALVE 17.2km SUMPS TAKEN UP UNDER 3rd MEGACITY PROJECT AKKAMPALLY BALANCING 0.9 KM A.MADHAVAKODANDAPUR REDDY CANAL MDDL PRESSURE PIPE LINES RESERVOIR 116 km 145.00 M 1.5 TMC 9.26 Km SUNKISHALA 4-MAINS OF PUMP HOUSE PROPOSED IN 3rd MEGACITY PROJECT FRL : + 245.00 2500mmØ -655 Mtrs. TUNNEL 6mØ SILL OF REGULATOR : + 230.40 1.44 Km RAW WATER GRAVITY PIPE LINE +247.00 APPROACH DAM CHANNEL CISTERN 3.3 Km CAPACITY +142.00 MDDL : + 233.80 0.40TMC MDDL PUMP SURGE +155.45 M GROUND LEVEL RESERVOIRS PROPOSED UNDER JNNURM HOUSE POOL GRAVITY PIPE LINES TBL : + 249.00 STATE HIGHWAY NO.2 NAGARJUNASAGAR RESERVOIR ALIABAD ZONE NAME ROAD CROSSINGS 3 DEMAND Vs SUPPLY (in MGD)

700 650 588 600

500 430 405 400 335 335 335 335 300

200 119 130 87

100 78 Supply in MGD in Supply 0 2009 2011 2021 2031 Horizon Years Population (Lakhs) Demand (Mgd) 4 SCADA SYSTEM IN HMWSSB

5 Need of SCADA Project in HMWSSB

Present Water Supply Distribution Pattern to the Customers From Treatment plant – Transmission – MBR’s – TBR’s – SR’s- Customers Customers

Daily Production SR’s - 94 Quantity – 1545 MLD 6 Circles

16 Divisions Transmission Mains O&M Divs. - 16 length 500 Km

94 Reservoir

MBR’s – 12 O&M Circles – 6

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

6 Objectives:

• 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.

7 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.

8 SCADA COMPONENTS

Sl. Item Description Units No.

1 Flow Meters 184 Nos (Ultrasonic)

2 Remote Terminal Units (RTU) 84 Nos

3 Level Indicators 94 Nos

4 Residual Chlorine analyzer 84 Nos

5 Chambers 184 Nos

9

 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

10 Central SYSTEM ARCHITECTURE Control Station

Field GSM Station N/W

DATA Acquisition Control System System 11 SCADA SCREEN

Go to Geo SCADA on Microsoft Virtual Earth

Circle wise Water Distribution Analysis

12 13 TRANSMISSION FLOWS TO RESERVOIRS SCREEN SHOT OF ONE DIVISION

Switch to any of the Division or Circle from any page

14 REAL TIME DATA OF ONE MASTER BALANCING RESERVOIR

15 REAL TIME DATA OF KEY PIPELINE JUNCTION

16

HOURLY LOG

Hourly Water consumption analysis for entire Day for all sites

17 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.

18 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

SMS to the consumer with Request forwarded to Tanker Service Request secret PIN concerned FS

Website Facebook Division /Section Offices IVRS

Transmission of tanker Capturing PIN to Gate pass request to handheld terminal process next SMS to the consumer generation for at filling station in queue service request. regarding delivery & closure delivery deducting (first in first out) of Tanker service request smart cad balance Increase in Tanker service Efficiency

S.N Year Efficiency(%) Remarks o

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

Smart card implementation to all filling station in HMWSSB 2 2012 35.89 completed at the End of APR - 2012

Started IVRS integrated with the 3 2013 70.56 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 IVRS www.facebook.com/HMWS (155313) SB

Division / Section Offices (Prajavani) Grievance Process Flow

Complaints Channel Forwarding to updating the action concerned sections taken on the complaint

Website Facebook Division /Section Offices IVRS

SMS to the consumer regarding closure of complaint along with mobile no. of the field officers 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 THANK YOU

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