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Irrigation Profile of Spsr Nellore District

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Irrigation Profile of Spsr Nellore District 10/31/2018 District Irrigation Profiles IRRIGATION PROFILE OF SPSR NELLORE DISTRICT *Click here for Ayacut Map INTRODUCTION The Population of the District is 29.66 lakhs (Census 2011). The main rivers, which flow in the District, are Pennar and Swarnamukhi. Other streams that are occasional and torrential in character are Kandaleru, Boggeru, Beeraperu, Royyalakalva, Tsallakalva, Mamidikalva, Chippaleru and Kalangi etc., All these rivers and rivulets will bedry for major part of the year and carry heavy flash floods during rainy season. The Pennar river is the most important river and it is a boon to the eastern half of the mandals in SPSR Nellore and Kavali Revenue Divisions. Classification of geographical area Area in acres Percentage of total geographical area Total geographical area 32,65,000 100 Forest area 6,56,967 20.09% Cultivable area 7,39,335 22.61% Barren and Unculturable land 3,45,397 10.56% Land put to Non- Agriculturable use 6,46,582 19.77% http://irrigationap.cgg.gov.in/wrd/getDistricts 1/16 10/31/2018 District Irrigation Profiles Sown area 9,24,725 28.28% Irrigated area 5,65,585 17.27% Normal Average Rainfall 1372mm --- Population(in lakhs) --- 26.69% Literacy(in lakhs) --- 15.23% Details Of Irrigation Projects S.No Projects Ayacut in Acres A Completed Projects I Major Irrigation Projects a) Pennar Delta i. Sangam Barrage Cum Bridge 1,50,000 ii. Nellore Barrage Cum Bridge 97,000 Total 2,47,000 II Medium Irrigation Projects a) P.C.R Project(Gandipalm) 16,000 b) Swarnamukhi Barrage 9,022 c) Kanupur Canal System 18,862 Wet Stabilization 44,000 ID to be created Total 87,884 B Ongoing Projects I Major Irrigation a) Somasila project 82,500 acres (stabilization) and 1,35,000 acres (New I.D) ayacut b) NTR Telugu Ganga Project 2,21,810 acres. I.D and 41,470 acres wet stabilization c) SSL Canal 78,300 acres wet stabilization and 14,000 acres Total 5,73,080 III Minor Irrigation Nil COMPLETED MAJOR IRRIGATION PROJECTS 1. Pennar Delta Preamble The Pennar river Canal system was established during the British Regime. The Pennar Delta system comprises of two systems viz., SangamAnicut system and SPSR Nellore Anicut system. Trough the two systems are distinctly separated by the River Pennar, the entire system is to be reconed as one, since the supplies to the both the systems are from Pennar River only. The network of Pennar River canal system are compact and studded with subsidiary tanks. Prior to the construction of the two Anicut, these tanks were filled through open channels from the river during the floods. Principal storage reservoirs are Kanigiri Reservoir and Nellore tank in Sangam Anicut system and Survepalli Reservoir in Nellore Anicut system. Besides these reservoirs, there are several tanks in both the systems. The total ayacut contemplated under Pennar Delta is 1,75,000 Acres and the http://irrigationap.cgg.gov.in/wrd/getDistricts 2/16 10/31/2018 District Irrigation Profiles extent of ayacut developed is 2,47,000 Acres. The modernization of Pennar Delta system was taken up under "Jalayagnam Programme" by theGovernment of Andhra Pradesh and the same is in progress. Salient Feature IP Created : 2,47,000 Acres 1. Sangam Anicut and its Canal System 2. Nellore Anicut Components of Project : and its Canal System 3. Kanigiri Reservoir 4. Survepalli Reservoir Mandals Benefitted : pennar delta 1. Sangam, 2. Buchi, 3. Dagadarthi, 4.Kodavalur, 5. I. Sangam Delta : Vidavalu, 6. Kovur, 7. Allur and 8. Bogole 1. Indukurpet, 2. T.P. Gudur, 3. Muthukur, 4. II. Nellore Delta : Venkatachalam, 5. SPSR Nellore Rural. Water Allocation : Pennar Delta Khariff : 19.785 TMC (From Somasila Reservoir) Rabi : 16.330 TMC (From Somasila Reservoir) Cropping Pattern : Khariff Wet (Paddy) Rabi Wet (Paddy) Population Benefited : 161 Villages & 13 Mandals Budget for the Year 2015-16 : Plan 11.0000 Crs. i. Sangam Barrage Cum Bridge Preamble Sangam anicut was constructed across Penna river during 1882-1886 contemplating to supply water to SPSR Nellore tank supply channel and Kanupur canal on right side and Duvvur canal, Kanigiri main canal and Kavali canal on left side. This anicut is the life line for the irrigation of about 3.85 lakh acres now being irrigated. The following are the details of ayacut fed with the water from Somasila reservoir. 1) Penna delta : 2.47 lakh acres 2) Kanupur canal : 0.63 lakh acres 3) Kavali canal : 0.75 lakh acres Total : 3.85 lakh acres Sangam anicut was constructed across Penna River during 1882-1886 http://irrigationap.cgg.gov.in/wrd/getDistricts 3/16 10/31/2018 District Irrigation Profiles During course of time thousands of acres of additlonal ayacut was brought into cultivation. It has became a regular practice to increase the water level by 0.90 mtrs., above crest level of Sangam anicut by providing sand bags of 1.20 mtrs., height over the crest for the entire length for providing commandability to the existing ayacut under Kanupur and Kavali Canals. This practice of placing the sand bags over the crest of anicut is resulting in recurring cost in lakhs of rupees for Government every year. Unless the anicut is replaced by a new one, the anicut is likely to prone for breaching due to over age (crossed 100 years). Salient Feature Catchment area : 50,122 sq.km. Maximum flood discharge : 21240 cumecs Flood discharge : 1382 cumecs F.R.L.(pond level) : + 35,000 meters U/S maximum water level 21240 : +39.460 meters cumecs U/S MWL For 13182 cumecs : + 37.461 meters Crest level of barrage : + 32.200 meters Crest level of scour sluice : + 31.200 meters Up streem side floor level : + 31.000 meters Down streem side cistern level : + 28.970 meters No and size of vents (Barrage) : 54 Nos. of 12.00 MtrsX2.80 Mtrs No and size of vents (Scour Sluice) : 6 Nos.(3+3) of 12.00 MtrsX 3.80 Mtrs Thickness of intermediate pier : 2.00 Mts.(under hoist bridge) (Barrage) Thickness of Intermediate Pier : 1.20 Mts.(under road bridge) (Barrage) Type of gates : Vertical Lift Length of barrage : 846 meters Pounding capacity : 0.450 TMC Flood bank left side : 4.00 kms Flood bank right side : 3.00 kms Bund level U/S (afflux) : + 40.960 Mtrs TBL D/S.guide bund : + 38.250 meters Hoist plat form level : + 43.500 meters Road Level : + 40.960 meters Irrigation Potential : No. of mandals covered : 5 Nos No. of villages covered : 72 Nos Ayacut : 1,50,000 acres ii. Nellore Barrage Cum Bridge http://irrigationap.cgg.gov.in/wrd/getDistricts 4/16 10/31/2018 District Irrigation Profiles Preamble The Penna river canal system consists of the Nellore Anicut system and the Nellore tank, together with the Sangam anicut system. The oldest reservoir under the Penna is the Nellore tank which originally received its water by a channal taken off from the river in the neighbourhood of Mulumudi and which also acted as a catch channal to receive the water of the Ludums which raise near Aiyagaripalli, Podalakur etc., In 1854-55 the Madras Governement constructed the anicut at SPSR Nellore across the river to secure certain supply of water for all the tanks in the Southern delta and also sanctioned improvements to the Nellore tank. After few failures the present structure was designed by the famous Engineer Sir Arthur Cotton and was completed in 1862-63 and has stood admirably. The crest of the anicut is 9.61 feet above the bed of the river and 42.55 feet above the sea level and its length is 2,040 feet. In place of it the new structure is proposed and the salient features of the proposed structrure are as follows. Salient Feature: Name of river : Penna Location : Nellore town, SPSR Nellore district Catchment area : 51,800 sq.kms Length of barrage in between : 610 meters abutments Reservoir Capacity : 263.60 TMC M.W.L. for 30865 cumecs : +21.700 M. for 10.90 lakh cusecs (designed) Crest level of spillway : +11.300 M Crest level of scour sluices : +10.000 M Pond level (F.R.L.) : +14. 300 M Spillway gates : 43nos. of size 10.00 x 3.00 meters Scour vents : 8nos. of size 10.00 x 4.30 meters Floor levels: U/S barrage bay / U/S : +11.300 M./ +10.000 M scour bay apron levels: D/S barrage bay / D/S : +5.200 M./ +3.900 M scour bay Head Regulator on R/S : one on R/S BRIDGE: Road level : +22.000 M Width of carriage way : 7.50 meters HEAD REGULATOR TO MAIN CANAL: http://irrigationap.cgg.gov.in/wrd/getDistricts 5/16 10/31/2018 District Irrigation Profiles Sill level : +10.550 M Discharge : 77.40 cumecs No. and size of vents : 6 nos. of 3.00x2.37meters Canal section : 22.90x3.00 meters Irrigation potential : : No. of villages benefited : 72 villages Ayacut : 97,000 acres COMPLETED MEDIUM IRRIGATION PROJECTS 1. P.C.R Project (Gandipalem) Preamble Gandipalem Project is a reservoir Project constructed on Pillaperu, a tributary to river manner near Gandipalem of Udayagiri Mandal in S.P.S.R Nellore District and is located at 16 km North-West of Udayagiri with command area in Udayagiri and VarikuntapaduMandals in S.P.S.R Nellore District and sub-mergence in Udayagirimandal. The Construction work on the project was commenced during the year 1975 and completed in 1981 at a cost of Rs.6.56 Crores. It was contemplated to irrigate an ayacut of 16,000 Acres. Salient Feature Catchment Area : 188 Sq.
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