LUCKNOW WATER SUPPLY – AN INSIGHT INTOAOSO THE THIRD WATER WORKS BRIEF HISTORY OF LUCKNOW WATER SUPPLY • Formation of Municipal Board year 1884 • Introduction of piped water supply year 1892. • Initial capacity of the system 2 lacs population • Major reorganization prepared in the year 1956-57 – 11 zones including Cantonment. – 8 Zonal Pumping Stations constructed till 1984 – Second Water Works at Balaganj commissioned by the year 1994 for 96 mld. Capacity. Two additional ZPS added. • Master Plan of Water Supply for Lucknow City prepared in the year 1976 dividing Lucknow into 5 water supply districtsviz.“A”,“B”,“C”, “D” and “E”. Distt. "E" is under the Administrative control of Cantonment Board. •Worksunder commenced in 2008. LUCKNOW WATER SUPPLY DISTRICTS District Geographical Boundary Major Areas Main Source of Water ‘A’ Area between river Gomti & Old City Area – Hazratganj, Surface supply from river Northern Railway Line from Chowk, Aminabad, Hardoi Gomti. Hardoi to Dilkusha. Road etc. ‘B’ Area on the left of the river Khadra, Jankipuram, Aliganj, Ground water supply Gomti upto right of Kukrail Nishatganj etc. from tube wells. Nala. ‘C’ Area on the left of the river Gomti Nagar, Indira Nagar, Surface/ground water Gomti upto left of Kukrail Chinhat etc. supply from Sharda Nala. Feeder Canal & tube wells ‘D’ Area beyond the N.R. Line Alambagh, Bangla Bazar, Ground water supply along Kanpur & Raibareli South City, Sarojini Nagar, from tube wells. roads. Airport etc. ‘E’ Lucknow Cantt. Cantt. Area. Water Supply Ground water supply being looked after byy Lko. from tube wells. Cantt. Board. LUCKNOW CITY WATER SUPPLY DISTRICTS 4.79 82 7.37 127 6.97 120 11.60 217 10.85 187 14.96 275 11.12 191 18.80 341 17. 45 361 4.68 80 8.98 154 Index Lucknow Nagar Nigam Population 2001 17. 11 295 Census – 2185927 Year Population in Lacs) & Water demand (in mld) Anticipated Population 2040 – 6422000 has been shown thus No. of Municipal Wards - 110 2010 2025 2040 4 WATER SUPPLY STATUS Two Water Supply Projects under are ongoing. Particulars ImplementationofJNNURMImplementation of J.N.N.U.R.M. Before After Present Status Availabilityy() of water(MLD) 458 719 619 (requirement: 500/748/1124) Storage(ML) 157.15 195.85 179.65 Distribution System(Km.) 2250 2951.50 2884.00 Water Works based on surface 2/270 3/450 3/350 source(No./MLD) Rate of W/S(LPCD) 114 150 150 FUTURE STRATEGY Strategy is to shift water supply of entire ccyity from ggoudround to surface sour ce. With this strategy, Water Supply District ‘B’ and ‘D’ which are presently dependent on tube wells, are being planned for IV and V Water Works based on surface source. THIRD WATER WORKS CONSTRUCTED UNDER BRIEF SUMMARY Benefited Area - Gomti Nagar & Indira Nagar (Wat er S upply l Di st ri ct 'C') Propppposed population to be benefited/water requirement (mld) Year 2010- 4.79 Lacs/83 Year 2025-7.37 Lacs/127 Year 2040 - 10.85 Lacs/187 Source of water - Sharda Sahayak Feeder Canal INDEX PLAN OF THIRD WATER WORKS PROPOSED WORKS OF WATER SUPPLY IN CITY SERVICE DISTRICT -C INTAKE WELL AT SHARDA SAHAYAK CANAL KUKRAIL PICNIC SPOT RESERVE FOREST AREA TAKROHI L A N A C K UKRAIL NALA K A Y A 1300PSC H /10.50 KM. A S FARIDI NAGAR A D R 450DI/3130M A H S 1 2 AREA PROPOSED UNDER - 9 6 R 1 1 - - O III WATER WORKS R R T O O C T T E C C S E E S S 400DI/310M INDIRA NAGAR 28 NH- D KUKRAIL NALA BA 350DI/1500M ZA 450D SECTOR-14 AI I/570M F SEC.-20 S ECTOR-12 TO 450DI/540M DISTRICT - C B BLOC. 3 00DI/720M C BLOC. 6 SECTOR-9 SERVODAY NAGAR 00DI/560M 900DI/2060M 900DI/850M LIBERTY COLONY W/S B BLOC. 600DI/670M A BLOC. D BLOC. CHINHAT 4 00DI/640M GOVT. POLYTECHNIC TO SANJAY GANDHI VIBHUTI KHAND VIKRANT KHAND 1000DI/1120M D PURAM VA STU KHAND INDEX :- 3 A HAL 50DI/360M B 50 1. NAGAR NIGAM BOUNDRY 0DI/3285M V IK ALP KHAND CHINHAT A VIJAYANT KHAND IZ CHINHAT BAZAR FA 2. W /S D ISTR ICT BOUNDRY W/S SCHEME 3.W/W ZONE BOUNDRY VISHESH KHAND 400DI /23 L D 1M O V ISHWAS K HAN E T IN T AKE 4. EXISTING WATER WORKS E H 5. EXISTING FEEDER MAIN VIVEK KHAND 600DI/250M J ELDICO GREEN VIBHAW KHAND VINARAMA KHAND A 6. EX IS TING RA W W AT ER RISING MA IN T VINEET KHAND 6 700DI/600M U 7 . PROP OS ED RAW W ATER RAISING MAIN B UTTLER PALACE Z.P.S. A GOM TI NAGAR H VIKALP KHAND 8. PROPOS ED W ORK IN W /W III W T NEHRU ENCLAVE V IJAY K HAND 7 /W 00 A VINAY K HAND DI/768 700DI/195M VIRAT KHAND M K 9.PROPOSED FEEDER MAIN 300DI/941M 10. PROPOSED WATER SUPPLY SCHEME 450DI/487 M 4 M 00DI/381M 11. WORK UNDER EXCUTION 500DI/2841 7 VIRAJ KHAND L 12. PROPOSED TUBE WELL 00DI/2515M A VINEET KHAND 3 N 13. ABONDONED LINE VISHAL KHAND VIRAM KHA ND A C 14. EXISTING O.H.T. 1TO4 K 15. PROPOSED O.H.T. A VIKAS KHAND Y A H VIRAM KHAND 5 A S A PEYJAL-II VIPUL K HAND D U.P.JAL JAL NIGAM, NIRALA NAGAR LUCKNOW NIGAM, NIRALA R NAGAR LUCKNOW A H S D/M A.P.E. P.E. P.M. G.M. GO MTI R IVER COMPONENTS OF THIRD WATER WORKS AT A GLANCE 1. Head Works - At Sharda Sahayak Feeder Canal 2. Raw Water Rising Main - 10.50 Km. 3. Development of Chinhat Lake - 80 Acre Area 4. Water Treatment Plant - 80 MLD 5. Clear Water Feeder Main - 27.50 Km. 6. C.W.R. cum Z.P.S. - 12 Nos. 7. Clear Water Rising Main - 30.88 Km. HEAD WORKS & INTAKE AT SHARDA SAHAYAK • Lining of Canals - 29.65 Km. • Head Works - 1 No. • Pre-Settling Units - 2 Nos.(50 Cusec cap. each) • Raw water sump cum pump house - 1N1 No. • Pumping Plant - 3 Nos.(38520 lpm/25 m head, 300 H.P. Capp). each) • Sub-Station - 1 No. Raw Water Rising Main • Total Length - 10.50 Km. (1300 mm dia PSCP.S.C. & &MS M.S. Pipe) Development Work of Chinhat Lake • Total Area - 80 Acres • Total Storage Capacity - 845 Million Ltr. DEVELOPED CHINHAT LAKE Water Treatment Plant(80 mld Capacity) • Chin ha t La ke In ta ke Wor ks - 1N1 No. • Inlet Chamber - 1 No. • Clariflocculators - 2 Nos. (40 mld each) • Filter House - 1 No.(6 Nos. Filter Units) • Recirculation Tank - 2 Nos. INLET CHAMBER CLARIFLOCCULATOR FILTER HOUSE RECIRCULATION TANKS • C.W.R. cum pumphouse - 1 No. (4600 Kl. Cap.) • Clear Water Pumping Plants - 9 Nos. • Chemical House - 1 No. • Administrative Block - 1 No. • Residential Quarters -24 Nos. CLEAR WATER PUMPS AT PUMPHOUSE Clear Water Feeder Main Total Length - 27.50 Km. (300 – 1000 mm dia D.I. pppipe ) Clear Water Rising Main & Clear Water Reservoir Total Length - 30.88 Km. (200 – 500 mm dia D. I. pipe) C.W.R. cum pumping station - 12 Nos. GREEN & AESTHETIC VIEW OF WATER WORKS CAMPUS INSPECTION OF Mr. MANISH GARG,,, DIRECTOR, J.N.N.U.R.M., GoI ON 13.09.2011 VISIT BY PARTICIPANTS OF 37th ADVANCE PROFESSIONAL PROGRAMME IN PUBLIC ADMINISTRATION on 17.11.2011 FILTER HOUSE INLET CHAMBER PLANTATION PRESENTATION AT ADMIN BLOCK INSPECTION OF Dr. SUDHIR KRISHNA, I.A.S., SECRETARY, MINISTRY OF URBAN DEVELOPMENT, GoI on 20.11.2011 PLANTATION nSfud tkxj.k] fnukad 13-07-2011 nSfud tkxj.k] fnukad 15-07-2011 jk"Vªh; lgkjk fnukad 24-07-2011 nSfud tkxj.k] fnukad 24-07-2011 nSfud tkxj.k] fnukad 08-09-2011 fgUnqLrku fnukad 22-07-2012 VISITORS REMARKS IMPACT OF III WATER WORKS RELIEF FROM WATER CRISIS • Increase in supply hours (by 4 to 5 hrs.) • Increase in pressure. • Increase in Rate of Water Supply. ECO-FRIENDLY ENVIRONMENT • Preservation of Water Body . • Shifting Dependence from Ground to Surface Source. • Reducing Exploitation of Ground Water . • Aesthetically Beautifying surrounding area. • A step to maintain Eco-Balance. ACADEMIC • Learning by students regarding treatment process of water. • SdiSpreading Awareness among stdtuden ts regarding importance of potable water. .