WELCOME HNSS IRRIGATION PROJECT PHASE-I CHIEF ENGINEER (PROJECTS) WATER RESOURCES DEPARTMENT ANANTAPURAMU ALIGNMENT & AYACUT MAP OF HNSS PROJECT LINE DIAGRAM HNSS PHASE-I AVR HNSS PROJECT PHASE-I - MALYALA TO JEEDIPALLI RESERVOIR LINE DIAGRAM OF AVR HNSS MAIN CANAL FROM KM.(-)3.722 TO KM.216.000 Sushee Infra Pvt Ltd, Sri Avanthika - G. Venkata Reddy & Com, EPI Limited, (1) IVRCL-JL-JV(Stage-I) // Back Bone Projects Ltd, Hyderabad // Prasad & Saivenkata (JV), Nellore ALS-KVR (JV), Hyderabad Sushee Infra Pvt Ltd, Hyderabad // Hyderabad // Prasad & RM Mohite & Bhuatham Engineering Projects (I) RMN-GVR (JV), Back Bone Projects Ltd, Engineering Projects (I) Reddy Veeranna Con RMN-GVR (JV), NAME OF THE AGENCY OM-RAY(JV) IVRCL-KBL-MEIL (2) IVRCL-KBL-JV(Stage-II) Ahmedabad Company Private Ltd, // Prasad & Company // M/S RK infra corp Deepika Infra Pvt Ltd, Hyderabad Company Private Const. Ltd, Hyderabad. Hyderabad. Ahmedabad Ltd, Hyderabad. Pvt Ltd, Bangalore. Hyderabad. Hyderabad Private Ltd,Hyderabad Ltd,Hyderabad Pkg-1 Civil PACKAGE Mech Pkg Stage - I & II 23 24 & 24A 25 & 25A 26 & 26A 27 & 27A 28 & 28A 29 30 31 32 33 34 35 36 Pkg-2 Mech km.64.000 to Additional PS and Link Channel & km.(-)3.722 to km.20.000 to km.42.000 to km.77.000 to km.100.000 to km.114.000 to km.134.000 to km.155.000 to km.176.000 to km.192.000 to km.210.000 to Jedipalli REACH km.77.000 & Krishnagiri Pattikonda Reservoir Approach Channel PS1 to PS8 on Main km.19.994/ 20.000 km.40.645/ 42.000 km.64.954/ 64.000 km.99.625/100.000 km.113.696/ 114.000 km.134.000 km.155.000 km.176.000 km.192.000 km.210.000 km.216.000 Reservoir Canal & 3 Lifts on Reservoir Peruru Branch Canal LENGTH (km) 23.716 20.645 22.954 13.000 21.825 14.000 Pattikonda Reservoir 20.000 21.000 21.000 16.000 18.000 6.000 MUT TCH UM LBC RBC ARR I 0.153 TMC LIFT PS-0 KC Canal KC KRIS HNAG IRI RESE RVOI R KM.7 0.650 MALYALA LIFT 2 3 4 5 6 7 8 APPROACH 1 - - - - - - - - PS PS PS PS PS PS PS CHANNEL PS LOCATION (km) Approach Channel Phase - II )1.622 )1.743 9.217 - - 14.100 28.229 42.238 42.345 64.298 74.739 56.950 66.132 78.785 88.890 95.735 ( 106.100 ###### JEDIPALLI ( 1.126 TMC PAT RESERVOIR TIK 1.694 TMC OND A RES ERV OIR 52 - PUMPING STATIONS & MAJOR STRUCTURES Guntur SH Guntur ALONG HNSS MAIN Bridge 7 18 Bridge 18 - 1 Malyala 1 - - - 3 Mallepalli 3 Aqueduct - CANAL Krishnagiri 4 8 Ragulapadu 8 NH - - 7 Gundlakonda 7 5 Kambalapadu 5 PS NH Canal Canal Syphon Canal Syphon 6 Lakkasagaram 6 - - - PS 2 Brahmanakotkur 2 PS PS Railyway Crossing - PS PS PS Kurnool PS LBC RBC 9 km.1.375 - PS OBSTACLES (TANDOOS & Ramps @ km. 42.200, Partial Ramps @ km. Ramps @ km. 78.550, 86.400, 87.700, 10 km.3.770 RAMPS TO BE - - - - 54.950, 55.690, 50.787, - 110.250, 100.750, 101.450, - - - - - - PERURU CANALBRANCH 88.300, 88.600, 88.750, 89.100, 95.700 - REMOVED) 53.072 . 102.550, 103.800, 104.450. PS CM & CD WORKS (Total/ Completed) - 27/25 28/28 21/21 16/16 21/16 17/16 0 18/18 27/26 18/13 14/10 27/25 11/11 AYACUT (acres) - 4200 2300 1900 5100 5100 29200 32200 0 0 0 20900 17300 0 PHASE - I Package No. Package Wise Bottle Necks Index 1Length of Main Canal - 216.000 km 23 Distributary system to be completed. Completed 2Total Ayacut - 118200 acres 24 & 24A Dupadu distributory & all field channels to be tackled. Progress Kurnool - 80000 acres 25 & 25A Ramps & Tandoos to be removed. To be Tackled Anantapur - 38200 acres 26 & 26A - 3Drinking Water 9 Lakhs Population 27 & 27A Field channels to be tackled. Ramps to be removed. 4Lifts 28 & 28A Investigation for Distributaory system yet to be tackled. Main Canal - 8 29 Work stopped by the Agency due to non finalization of addl amount of RBC. Additional - 1 Mech Stage-I Tandoo removal on U/s of all pump houses - Branch Canal 3 Mech Stage-II 4 5 6 7 8 9 PUMPING STATION NO.1 Pumping station No.1 is constructed at K.M. (-) 1.742 of HNSS main canal near Malyala Village of Nandikotkur Mandal of Kurnool District. 10 HNSS MAIN CANAL 11 KRISHNA GIRI RESERVOIR 12 PATHIKONDA RESERVOIR 13 NECESSITY OF THE PROJECT TO PROTECT RAYALA SEEMA FROM RAVAGES OF DROUGHT & FAMINE AND TO REVERSE THE DESERTIFICATION PROCESS, HNSS PROJECT IS PROPOSED. HNSS IRRIGATION PROJECT PHASE-I ➢ ADMINISTRATIVE SANCTION : RS. 1305.00 CRORES (24.07.2004) ➢ 1ST REVISED ADMINISTRATIVE SANCTION : RS. 2774.00 CRORES (03.01.2007) ➢ 2ND REVISED ADMINISTRATIVE SANCTION : RS. 4317.49 CRORES (25.02.2016) H.N.S.S IRRIGATION PROJECT PHASE–I SALIENT FEATURES ❖ Envisages utilization of 40 TMC of Krishna flood Water ❖ Irrigation for 6.025 Lakh acres - Kharif ID ❖ Drinking water for 33 Lakh people ❖ Districts benefited: Kurnool Anantapuramu Chittoor & Kadapa SALIENT FEATURES OF THE PROJECT PHASE-I 1. AYACUT : ORIGINALLY CONTEMPLATED AYACUT IN KURNOOL DISTRICT - 80000 ACRES CONTEMPLATED AYACUT IN ANANTHAPURAMU DISTRICT - 1,18,000 ACRES TOTAL - 1,98,000 ACRES SALIENT FEATURES OF THE PROJECT 2. DRINKING WATER SUPPLY : VILLAGES – 120 POPULATION – 10,00,000 3. RESERVOIRS : KRISHNAGIRI – 0.161 TMC PATTIKONDA – 1.126 TMC JEEDIPALLI – 1.680 TMC TOTAL – 2.967 TMC 4. REQUIRED POWER – 454.29 MW 5. LENGTH OF CANAL – 216.30 KM 17 HNSS PHASE - I DETAILS 1 Length of Main Canal : 216.300 Km (From Malyala to Jeedipalli Reservoir) 2 Discharge : 76.50 cumecs (2700.00 cusecs) 3 Water Utilization : 14 .00 TMC 4 Pumping Stations : Main Canal : 8 Nos (12 Pumps & Motors in each PS) Additional : 1No (16 Pumps & Motors) (12 Nos to (PS0 at Muchumarri) HNSS and 4 Nos to K.C.C) TOTAL REQUIREMENT OF LAND : 9879.96 ACRES LAND ACQUIRED : 9522.80 ACRES BALANCE TO BE ACQUIRED : 357.16 ACRES ( For Distributory System only) AMOUNT REQUIRED FOR LAND ACQUISITION : 12.13 CRORES PRESENT STAGE:- 1) HNSS MAIN CANAL:- HNSS MAIN CANAL OF 114.00 KM LENGTH IN KURNOOL DISTRICT IS ALMOST COMPLETED AND WATER IS BEING RELEASED TO THE CANAL SYSTEM SINCE 2012 BY LIFTING WATER THROUGH 6 PUMPS AGAINST 12 PUMPS IN EACH PUMPING STATION. 2) CONSTRUCTION OF CM & CD WORKS:- TOTAL CM & CD WORKS (138 STRUCTURES) WERE COMPLETED. 3) DISTRIBUTORY SYSTEM:- DISTRIBUTORY SYSTEM FOR AN EXTENT OF 15,300 ACERS IS COMPLETED AND BALANCE DISTRIBUTORY SYSTEM FOR AN EXTENT OF 64,700 ACERS IS UNDER PROGRESS. THE ENTIRE DISTRIBUTORY SYSTEM IS PROGRAMMED TO BE COMPLETED BEFORE THE ENSUING KHARIFF SEASON 2017. 20 WATER REGULATION: - Ayacut irrigated in Water released Water utilized S.No. Acres under during the years in T.M.C kurnool district 2.00(For Trail 1 2012-13 - Run) 2 2013-14 9.900 13823 3 2014-15 16.806 13823 4 2015-16 7.79 - HNSS 32.071 KCC 5 2016-17 05.255 19147.85 Lift Total 37.326 21 22 02.01.2017 వ 遇頿న 屌రవ ముఖ్యమంత్రి శ్రీ నా쀾 చం額ర 뀾끁 నాయు葁 尾రు ముచ్చుమర్రీ ఎత్రిꡋతల పథకము ప్రరరం둋తసవ �젾ఫలక 額ృశ్యo. 23 02.01.2017 వ 遇頿న 屌రవ ముఖ్యమంత్రి శ్రీ నా쀾 చం額ర 뀾끁 నాయు葁 尾రు ముచ్చుమర్రీ ఎత్రిꡋతల పథకముꁁ స్వి桍 ఆꁍ 桇స్వ 瀾త్ర吿 అం吿తము 桇యుచ్చనన 額ృశ్యo. 24 Sri.N.Chandrababu Naidu, Hon’ble Chief Minister of Andhra Pradesh has inaugurated the Mutchumarri Lift Irrigation Scheme on 02.01.2017 and dedicated to the Nation. 25 MUTCHUMARRI LIFT IRRIGATION SCHEME 26 MUTCHUMARRI LIFT IRRIGATION SCHEME ➢ Government of AP have accorded Administrative approval for additional Pump House for HNSS Project at Mutchumarri vide Govt Memo No.9022/ Maj.Irr.VI/2007-01, dt:22.05.2007 for Rs.261.00 Crores ➢ Government of AP have accorded Administrative approval for KCC Lift Scheme @ Mutchumarri vide G.O.Ms No.196/I& CAD(PW- Maj.Irr.V)Dept., dt:31.08.2007 for Rs.120.00 Crores ➢ To draw water during lean period from Srisailam Reservoir back water at Mutchumarri when the water level is in between 834 feet and 798 feet. ➢ To Supplement water for K.C.Canal system, when there is no water flow in Tungabhadra river. ➢ Provided 12 pumps to HNSS with a discharge of 3850 cusecs and 4 pumps to K.C.C with the discharge of 1000 cusecs. WIDENING OF HNSS MAIN CANAL 28 WIDENING OF HNSS MAIN CANAL IN PHASE-I ❖ Administrative approval: G.O.Ms No.189 dt 20-04-2017 for Rs.1030.0078 crores ❖ HNSS MAIN CANAL PHASE-I STARTS FROM KM (-)1.15 PS-1 AT MALYALA (V), KURNOOL (DISTRICT) TO KM 216.300 ie., UPTO JEEDIPALLI RESERVOIR IN ANANTHAPURAMU DISTRICT. ❖ THE CANAL IS DESIGNED FOR CARRYING CAPACITY OF 109 CUMECS BY WIDENING THE EXISTING SECTIONS. ❖ OBJECTIVE : PRESENT CAPACITY : 76.50 CUMECS. CAPACITY AFTER WIDENING : 109 .00 CUMECS29 . DESIGN OF HNSS MAIN CANAL(PRESENT/PROPOSED) DETAILS PRESENT PROPOSED WIDENING Designed Discharge 76.50 109.20 BED WIDTH 11.00 19.5 FULL SUPPLY 4.7 4.7 DEPTH Value of n 0.018 0.03 No. of CM & CD 245 06 structures 30 DETAILS OF WORKS S. Name of work Name of the Agreement Remarks No agency amount Rs. in crores 1 Widening of M/S Rithwik Work is in HNSS main canal Projects progress 343.35 from K.M.(-)1.150 Private to K.M.78.670 Limited 2 Widening of M/S HES infra Work is in HNSS main canal Private progress 234.09 from K.M.79.075 Limited to K.M.134.270 23 Widening of M/S MEIL, Work is in HNSS main canal Hyderabad progress from K.M.