i r r i g at i o n p r o f i l e o f k u r n o o l d i s...

10/31/2018 District Irrigation Profiles

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IRRIGATION PROFILE OF KURNOOL DISTRICT

*Click here for Ayacut Map

INTRODUCTION

Kurnool district with a Population of 40.47 Lakhs lies between latitude 14°-54' North to 16°-11' and longitude 76°-56' Eastto 78°-25' East. 58.60% of Kurnool District lies in Krishna basin and 41.40% in Pennar Basin. This district is bounded by Tungabhadraand Krishna Rivers and Mahaboob Nagar District in North, Kadapa and Ananthapur Districts on South, Karnataka State on West andPrakasham District in the East. The main rivers flowing in the district are (1) Tungabhadra River which is a tributary to Krishna River(2) Hundri, a tributary to Tungabhadra (3) Kundu River is a major tributary to River Penna.

Kurnool is city and the headquarters of Kurnool district in the Indian state of Andhra Pradesh. It is also known as theGateway to Rayalaseema. Kurnool served as the state capital of Andhra (not Andhra Pradesh) from 1 October 1953 to 31 October 1956.As of 2011 census, it is the fifth most populous city, with a population of 424,920.

Etymology:

The name Kurnool is derived from "Kandanavolu", "the city known as Kandenapalli" or "the city of Kandena". Kandena isa Telugu word; it means grease. The city was also called the city of Skanda or Kumaraswamy (the chief God of Wars)

History:

Little was known about Kurnool Town before the 11th century. The earliest knowledge of this settlement dates from the11th century. It has developed as transit place on the southern banks of the river Tungabhadra and was commonly known as'Kandenavolu'. It was a greasing place for the carts which used to transport stone for the construction of temples at Alampur from whichthe name 'Kandenavolu' was derived. It was ruled by Cholas and later by Kakatiya kings in the 12th and 13th centuries. Later on itbecame an independent part of the country under Jagirdars. Late it came under the influence of Vijayanagar kings and it was during the16th century that Achyuta Raya built the Kurnool Fort. During the 17th century it was ruled by Gopal Raja. Abdul Wahab conqueredking Gopal Raja and ruled over the country for 16 years. The town came under the influence of Moghal emperor Aurangazeb in 1686.Later the town was ruled by Nawabs from Dawood Khan to Gulam Rasool Khan (1823). In 1839 the British Government took overcontrol. In 1858 it was made over to a Collector under the General regulations. The British rule continued till 1947 during which period,Kurnool town was a part of the Madras presidency. After separation of the 11 districts of Andhra from the composite of Madras state in1953, Kurnool became the state Headquarters on 1 October 1953.

http://irrigationap.cgg.gov.in/img/apmaps/KurnoolMap.jpg



The Telugu speaking areas of erstwhile Hyderabad State were merged with Andhra Pradesh. The state of Andhra Pradeshcame into existence in November 1956, and its state capital was shifted from Kurnool to Hyderabad.

Political administration:

It is the headquarters of the mandal, the revenue division and the district of the same name. From 1 October 1953 to 31October 1956, Kurnool was also the state capital of Andhra State (not Andhra Pradesh), which was carved out of Madras State in 1953.Tangutoori Prakasam Pantulu was the chief minister of Andhra State during this period. The present day district court buildings wereused by the State Assembly.

Geography and climate:

Kurnool is located at 15.8333°N 78.05°E. It has an average elevation of 273 metres (898 feet).

Kurnool lies on the banks of the Tungabhadra River. The Hundri and Neeva rivers also flow through the city. The K.C.Canal (Kurnool-Cuddapah) was built by the Dutch for transportation, but later used for irrigation.

The climate is tropical with temperatures ranging from 26°C (78.8°F) to 46°C (114.8°F) in the summer and 12 °C (53.6 °F)to 31° C (87.8 °F) in the winter. The average annual rainfall is about 705 millimeters (28 in).

Details Of Kurnool District

The geographical features of the District are as follows.

S.No Classification of geographical area. Area in Acres1 Total geographical area 43,63,2922 Forest 8,41,7933 Cultivable area 29,85,4184 Barren and un-cultivable land 3,14,5905 Land put to non agricultural use 3,50,2796 Sown area 24,20,1297 Irrigated area 7,66,4418 Normal Average Rain fall 670 MM9 Un cultivated waste 1,16,87810 Permanent pastures 8,83911 Tree crops,grams 458612 Other fallows 252013 Current fallows 3,03,67814 Total 19,43,16315 Under canals 4,56,75916 Under tanks 51,26517 APSIDC 43,58318 Ground water 2,75,48419 River flows 1,18,70920 Under rain fed 1,18,70921 Total water available 150.929 TMCA surface water 100.889 TMCB Ground water 48.64 TMC22 Water Utilised (2014-15) 83.416 TMC

Water Availability from Geographical Area of Kurnool District and its Utilisation

Kurnool district geographical area 17,65,800 hectaresQuantum of rain water received 417.809 TMC



S.No Projects Nos Ayacut in AcresA Completed ProjectsI Major Irrigation Projects - 3 Nos

a. Kurnool- Cuddapah Canal (K.C.Canal) 1 1,84,209b.Tunghabhadra Low Level Canal (TBP LLC) 1 1,51,134

c. Alaganuru Balancing Reservoir (ABR) 1 Stabilizes ayacut underK.C.Canal

d.Aluru Branch Canal (Tunga Bhadra Project High Level Canal) 1 14,255e.Guntakal Branch Canal(Tunga Bhadra Project High Level Canal ) 1 499

Total 5 3,50,097II Medium Irrigation Projects -2 Nos

a. Sanjeevaiah Sagar Project (Gajuladinnen Project) 1 25,270b.Varadaraja Swamy Gudi Project (VRSP) 1 12,092

Total 2 37,362B On going Projects :I Major Irrigation

a. NTR Telugu Ganga Project (TGP) 1 1,14,500b. Srisailam Right Bank Canal (SRBC) 1 1,55,638c.Hundri Niva Sujala Sravanthi Irrigation Project(HNSS) 1 80,000d. Kurnool, YSR Kadapa Canal Modernization 1e. Guru Raghavebndra Project (GRP) New ayacut (Stabilisation of Ayacut29,724) 1

f. Galeru Nagari Sujala Sravanthi Irrigation Project 1Total 7 3,51,922

II Medium Irrigation Nil Nil

Evaporation losses(41%) 171.301 TMCGround water recharge(9%) 37.603 TMCConversion to soil moisture(10%) 41.780 TMCSurface runoff (40%) 167.123 TMCWater stored in existing mi tanks 10.000 TMCWater stored in dwma schemes 2.000 TMCExisting check dams 1.320 TMCCheck dams in forest 0.500 TMCTotal 13.820 TMC

Water requirement for 2015-16

Irrigation surface flows & APSIDC for Khariff 56.096 TMCIrrigation surface flows for Rabi 19.775 TMCDrinkingMunicipal area 5.860 TMCRural area 6.000 TMCIndustrial 3.870 TMCGround Water 17.850 TMCTotal 109.431 TMC

Details Of Irrigation Projects

Index Map of Irrigation Projects



me of theroject

ContemplatedAyacut

IrrigatedAyacut

GapAyacut

WaterAllocated/Available

WaterRecieved/Utilized

BalanceWater

UnavaliableRemarks

LLC 151134 66600 84534 24/ Assured 15.623 8.377

184209 174739 12470 20/Assured 18 2Total Allocation for KCC is31.90 TMC,20TMC forKurnool , 11.90 for Cuddapah

C 155638 87500 68138 16/Assured 10.95 5.05Total Allocation for SRBC is19 TMC,16TMC for Kurnool ,3 for Cuddapah

3320 3320/Assured 0 7.01 0.5 6.51

For the ayacut of LLC 66420acres water issupplementinfrom GRP.3320acres is new ayacut.

114500 95000/Assured 19500 14 10 4Total Allocation for TGP is 29TMC for Kurnool District14TMC

14255 3000 11255 1.4 0.3

S 80000 13000 67000 6/Flood Water 5 1

Allocated HNSS is 40TMCFlood Water ,6 TMC forKurnool District,5 TMCutilised for filling of MI Tanksand Reservoirs in KurnoolDistrict

Water Resources And Development Of Ayacut In Kurnool District



25270 9600 15670 2/Assured 0.8 1.2Bhasyam 12092 7000 5092 0.389/Assured 0.265 0.124r

ation 80175 51265 28910 8 5.5 2.5

DC 63232 43583 18999 3.49 2.618 0.872ndr - 275484 - 48.64 13.86 34.78

883825 830191 329218 150.929 83.416 67.513COMPLETED MAJOR IRRIGATION PROJECT

1. Kurnool - Cuddapah Canal (KC CANAL)

Preamble

The K.C.Canal Canal is 130 years old major irrigation system which takes off from right flank of Anicut constructed acrossTungabhadra River near Sunkesula Village in Kurnool Dist. This canal runs for a total length of 306 Km i.e. from Sunkesula Anicut upto 235 Km in Kurnool District and the remaining length of 71 Km in Cuddapah District. As per K.W.D.T. award this system is entitledfor a quantity of 39.90 TMC of water which is inclusive of 10 TMC T.B river assistance from Tungabhadra Dam. The cropping patternunder this system is as follows:-

S.No. Name of Dist.Registered Pattern ( Acres)

Total (acres)SC DW SW ID

1 Kurnool District 12,966 6,317 81,193 73,151 1,73,6272 Kadapa District - 3,327 71,585 17,089 92,001 Total 12,966 9,644 1,52,778 90,240 2,65,628

Salient Features

Location :The Sunkesula Barrage across River Tungabhadra is located near Sunkesulavillage in Kurnool Mandal & District of Andhra Pradesh 30 Kms from Kurnooltown.

Ayacut : 2,65,628 Acres(Kurnool district - 1,73,627 Cuddapah District - 92,001)Khariff : 1,00,476 Acres



Rabi : 73,151 AcresVillages Benefitted : 259 NosMandals Benefitted :

Kurnool District :Kurnool, Kallur, Nandikotkur, Pagidyal, Jupadu bunglow, Pamulapadu, Velugodu,Gadivemula, Bandi Atmakur, Mahanandi, Nandyal, Gospadu, Sirivella,Rudravaram, Allagadda, Chagalamarri, Dornipadu, Uyyalawada, Koilakuntla.

Water Allocation : 10.000 TMC as per Prorata entitlement for total abstraction of 212.000 TMC ofTB Dam 29.90 TMC as TB River Assistance.

Length : 234.640 Km in Kurnool District (305.60 Km is Total Length)Discharge : 3850 CusecsAyacut In Acres : 2,65,628 Acres ( Kurnool district - 1,73,627 Cuddapah District - 92,001)

Khariff : 1,00,476 AcresRabi : 73,151 Acres

Cropping Pattern : Khariff: Sugar Cane, Paddy.Rabi: Sugar cane, Wet, ID.

Kurnool - Cuddapah Canal (KC Canal)TOTAL LENGTH OF CANAL Km 305.60LENGTH IN KURNOOL DISTRICT Km 233LENGTH IN CUDDAPAH Km 72.6ALLOCATED WATER 31.9 TMCLOCALISED AYACUT 265628 acresIN KURNOOL DISTRICT 173627 acresIP CREATED 155208 acres

2. Tungabhadra Project Low Level Canal (TBP LLC)

Preamble

The Tunga Bhadra Project Low Level Canal (TBP LLC) system is an integral part of Tunga Bhadra Project constructedduring 1953-57 with its head works located in Karnataka State. This project is to serve an ayacut of 1.51 lakh acres in Kurnool district.The TBP LLC from Km 250 to 324 and Kurnool branch canal of 48 Km in length are under the control of the Government of AndhraPradesh.

Salient Features



Sl.No Chainage Bedwidth FSD Velocity

M/secBedfall

Discharge inCusecs Remarks

1 Km. 0.000 to Km.131.000 21.95 2.59 0.84 1 in

10560 1178 Karnataka State

2 Km. 131.000 to Km.250.580 17.01 2.29 0.75 1 in

10560 1117 Inter stateTBP Sub-Division

No-1, Adoni.3 Km. 250.580 to Km.

272.350 14.32 1.98 0.68 1 in10560 725 Km. 250.580 A.P

Cradle site

4 Km. 272.350 toKm.292.200 9.85 1.86 0.68 1 in

10560 477 TBP Sub-Division No-2, Adoni.

5 Km. 292.200 to Km.324.000 9.75 1.86 0.68 1 in

10560 439 TBP Sub-Division No-3,Yemmiganur.

6 Km. 0.000 KBC toKm.48.000 KBC 3.36 1.37 0.37 1 in

4000 230 TBP Sub-Division No-4,Kodumur.

Mandals benefited 16 mandalsVillage benefited 194 villages

Discharge designed at ap border ( Km 250.580) 725 cusecsFinancial status

Modernization works total cost Rs 179 crAmount spent up to 5/2015 Rs 116.00 crBalance amount required Rs 63.00 cr

Location : The TBPLLC takes off from TB Dam on right side.Ayacut : 1,51,134 Acres (43,519 acres in Khariff & 1,07,615 acres in Rabi).

Mandals Benefitted :Halaharvi, Holagunda, Adoni, Kowthalam, Kosigi, Manthralayam, Peddakadubur,Yemmiganur, Nandavaram, Gonegandla, Krishnagiri, C-Belagal, Kodumur,Gudur, Kallur, Kurnool.

Dependable Net Yield : 24.00 TMC

Water Allocation : 24.000 TMC as per Prorata entitlement for total abstraction of 212.000 TMC ofTB Dam

Length : 74 Km. (250Km length in Karnataka and 74 Km in A.P)Discharge : 724 c/s at AP Border (1778 Cusecs at the starting point)Ayacut In Acres : 1,51,134 Acres ( 43,519 acres in Khariff & 1,07,615 acres in Rabi).Cropping Pattern : Khariff: Paddy, ID.

Rabi: IDVillages Benefited : 194 VillagesPresent Stage : CompletedBudget for the Year 2015-16 : Plan - 5.0300 Crs. Non-Plan - 0.1015 Crs.

Hydraulic Particulars of TBPLLC

Tungabhadra Low Level Canal

3. Alaganur Balancing Reservoir (ABR)



Preamble

The K.C. Canal System is a 130 years old system constructed during 1863 to 1870. Improvements were carried-out to K.C.Canal during 1953-65 to serve an ayacut of 1.845 lakhs acres in Kurnool District and 0.935 lakhs acres in Cuddapah District.

Due to erratic rain fall in the catchments area and due to inconsistency in water supply from Tungabhadra Dam, storage ofWater supply is felt more essential especially when there is continuous dry spell. The supplies in the K.C. Canal dwindle in the RabiSeason and at times during the Khariff Seasons also due to meager inflows in Tungabhadra River at Sunkesula anicut with the result theayacut situated at tail end especially in Cuddapah District is suffering a lot.

At present since there are no Balancing Reservoirs along the K.C.Canal to store water, it was felt desirable to have abalancing reservoir where there is a possibility of storing the available Water during the rainy season and for augmentation of the flowsduring lean period for crops of K.C. Canal ayacut. After detailed investigation, it is proposed to construct a balancing reservoir nearAlaganur (village) in Kurnool District with a storage capacity of 2.965 TMC Ft. to overcome the above difficulties in water managementand stabilization of K.C. Canal ayacut below Rajoli Anicut.

The Government of Andhra Pradesh in G.O.Ms.No.327 I & CAD Dt. 25-11-1985 accorded part administrative approval forRs.3.06 crores for commencing the works of Alaganur Balancing Reservoir.

Land Acquisition :

Land acquired for Alaganur Balancing Reservoir is 3585 acres and for inlet channel is 462 acres.

Components of the Scheme:

a) Earthen Bund for a length of 7.50 Km ie., from Km 0/16 to 7/50 of Alaganur Balancing Reservoir.

b) Surplus regulator cum Head sluice at Km 2.44 of Alaganur Balancing Reservoir Bund.

c) Diversion road from Rollapadu ( village) to Gadivemula village ie., from Km 0/0 to 8/745.

d) Inlet channel from 119.65 Km to Balancing Reservoir.

The Alaganur balancing Reservoir was constructed under KCC Modernization Project with an estimated cost of Rs 5390Lakhs with JBIC assistance under ICB-04 Package and completed in the year 2004. The component works like formation earthen bund,construction of surplus weir, construction of river sluice including erection of gates are completed and water is also started storing ofsince 2005. It consists of 10 No's of surplus vertical gates with sill level of +263.00m and two numbers of sluices. The Inlet channel wasconstructed under KCC Modernization Project with an estimated cost of Rs 1589 Lakhs with JBIC assistance under ICB-03 Packageand completed in the year 2002. The salient features of reservoir are as follows.



Salient Features

RESERVOIR :1. Catchment Area : 65.94 SQKm2. MFD : 442 Cumecs3. FRL/MFL : +265.00 M4. Live storage : 2.965 TMC5. TBL : +269.00 M6. Length of the bund : 7500 M7. Maximum height of Bund : 22.00 M8. Top width of bund : 6.00 M9. Side slopes : 2� :1 :2 :1 on U/s & D/s10. Fore shore submersion : 3358 Acres11. Global Coordinates: :Latitude : 15°41'54"Longitude : 78°31'45"SURPLUS REGULATOR :1. Structure : Concrete and masonry2. MFD : 442 Cum or 15600 C/s3. Type & No of gates : Vertical lift 10 No's4. Crest level : +263.00 MHEAD SLUICE (RIVER SLUICE): :1. Discharge : 11.32 Cumecs (400C/s)2. Type & No of gates : Vertical 1 No3. Size of Vent : 2.5 x 2.0 M4. Sill level : 248.50 M5. FSD : 2.00 MTALAMUDIPI TANK SLUICE: :1. Discharge : 0.142 Cumecs2. No of Vents & Size : 1 No 1.00 x 1.20 M3. Sill level of sluice : 259.10 MIRRIGATION POTENTIAL: :Stabilization of existing K.C.Canal Aycut below Rajoli ayacut :

Khariff : 73409 Acres Rabi : 17089 Acres D.W : 3380 Acres

The major source of feeding this reservoir is K.C.C through an exclusive channel (inlet channel) excavated from Right bankof K.C. Canal at its Km 119.50 for a length of 19.14 Km. The K.C. Canal water which is taken at Km 0/0 of K.C.C i.e. SunkesulaBarrage (from Tungabhadra River) When ever found excess due to rains in command area or less demands for the ayacut can bediverted to this Reservoir. The water so stored in the reservoir will have to be used for the K.C. Canal ayacut situated below RajoliAnicut i.e. .beyond Km 234.56 of KCC i.e. in Kadapa District during peak times.

Salient Features

Location : This project has been constructed near Alaganur village Midthur mandal ofKurnool District.

Source : This reservoir is fed with KC Canal water during rainy season through Inletchannel taking of at Km 119.650 of KC Canal.

Ayacut : Stabilises ayacut in Cuddapah District under KC Canal.MDDL : 248.50 ft.Gross Storage : 2.965 TMCFRL : 869.42 ft.Maximum Flood Discharge : 442 cumecs (1560 c/s)Present Stage : Completed



4. Aluru Branch Canal

Preamble

The Alur Branch Canal takes off at tail end of Guntakal Branch Canal Km 59.400. The ayacut localized is to an extent of14,255 acres in the Chippagiri, Alur and Halaharvi Mandals of Kurnool District. The Alur Branch Canal with 19 distributaries runs for alengh of 39.680 Kms. The entitlement for this canal is 2.37 TMC of water at TB Dam for Khariff crops.

Salient Features

Location :The Aluru Branch Canal takes off from Guntakal Branch canal at Km 59.400 ofTBP HLC at Km 181.136 near Nimbagal village Uravakonda Mandal, AnantapurDistrict.

Length : 39.68 KmAyacut : 14,255 Acres (wet: 7860, ID: 6395)Design Discharge : 270 CussesNo. of Distributaries : 19 Nos.Entitlement out of 32.50 TMC forTBP.HLC. Stage-II : 2.37 TMC.

No. of WUAS : 6 Nos.Chippagiri,Deganhal,Chitagunta,Ramadurgam,Hathibelgal,Hardagiri.Distributory committee : 1 No. D.C. Alur Branch Canal.Bed width : 7.70 M to 1.80 MFSD : 1.50 M to 1.00 MSide slope : 1:1.5Rigidity constant : 0.0225Surface fall : 1 in 6300 to 1 in 3500Velocity : 0.56 M/Sec. To 0.47 M/SecDischarge : 270 cusses to 40 cussesChippagiri Deepcut (11.5 Mt) : Km 12.000 to 13.000Present Stage : Completed

5. Guntakal Branch Canal



Preamble

The T.B.P.H.L.C. Scheme is intended to serve Irrigation needs of 2.94 Lakhs acres spread over in Anantapuramu,Kurnooland Kadapa District utilizing 32.50 TMC ft of Tungabhadra water allocated under KWDT award and Pennar inflows of 7.88 TMCft. Inorder to achieve partial benefits, the scheme has been taken up in two stages ie., TBP.HLC.stage-1 and TBP.HLC.Stage-II. This schemecontemplates Irrigation facilities in Ananthauramu, Kadapa and Kurnool Districts.

The Guntakal Branch Canal is one of the competent of the TBP.HLC.Stage-II. The GBC Division is in charge of GuntakalBranch Canal and it's two branches viz Alur Branch Canal and Gooty Sub-Branch Canal including distributaries under the above canals.The Guntakal Branch Canal and Gooty Sub-Branch Canals situated in Ananthapuramu and Alur Branch Canal in Kurnool District. Thiscanals Contemplates Irrigation facilities shows as follows.

S.No Name of the canalLocalized Ayacut in Acres

WET ID Total1 Guntakal Branch Canal 10456.00 5345.00 15801.002 Gooty Sub-Branch Canal - 16271.00 16271.003 Alur Branch Canal 7861.00 6394.00 14255.00 Total 18317.00 28010.00 46327.00

Salient Features

Length of the canal : 59.400 KmLocalized Ayacut : 15801 AcresDesign Discharge : 654 CusecsNo of Distributaries : 26 NosEntilement out of 32.50 TMC for TBP.HLC. Stage-II : 6.890 TMCNo. of W.U.A.s : Nos .(1) Palthuru (2) Havaligi (3) Donekal (4)Gadekal (5) PolikiDistributory Committees : 1No D.C. ( Guntakal Branch Canal)Bed width : 11.28 Mts to 7.31 MtsF.S.D. : 2.59 Mts to 1.70 MtsCoefficient of Rugasity : 0.0225Surface fall : 1/10000 to 1/2500Velocity : 0.6 M/Sec to 1.44 M/secDeep cut : 15.400 Km to 19.500 Km

COMPLETED MEDIUM IRRIGATION PROJECT



1. Sanjeevaiah Sagar Proejct (Gajuladinne Project)

Preamble

The Gajuladinne Project (GDP) renamed as Sanjeevaiah Sagar, is a Medium Irrigation Project constructed across Hundri, atributary to Tungabhadra in Krishna basin near Gajuladinne village in Gonegandla Mandal of Kurnool District. The location of thescheme corresponds to longitude 77°37'20"E and Latitude 15°41'48"N. The Hundri takes its origin in Pathikonda hills and travels 130Kms before it joins Tungabhadra. The flow in the river is dry except during monsoon. The water allocated for the GDP as per KWDTaward is 2.000 TMCft.

The GDP provides irrigation facility to 24,372 acres of ID crops in Rabi. The project serves 21 villages in four mandals ofKurnool District viz., Gonegandla (9 nos), Kodumur (5 nos), Krishnagiri (6 nos), and Devanakonda (1no.). The WUA Projectcommittee is formed with 2 WUAs in LMC and 10WUAs in RMC.

The project was taken up for execution during 1971 and completed by 1987 at a cost of Rs 263 lakh. The project isconstructed with a storage capacity of 4.50 TMCft at FRL of + 377.000 M.

<HYDROLOGYCatchment area : 1,274 Sq. Kms (492 Sq. Miles)Estimated maximum flood discharge : 80,000 cusecObserved maximum flood discharge during 9/1996 : 1,25,000 cusecYield at 75% dependability : 3.525 TMCProposed water utilisation : 4.250 TMC



METEOROLOGICAL DATA :Mean annual rainfall in the watershed : 546.60 mmMaximum annual rainfall in the watershed : : 939.30 mmMinimum annual rainfall in the watershed : 240.10 mmRESERVOIR STANDARDS :Full reservoir level : 377.000 MMaximum water level : 378.000 MTop of bund level : 379.500 MSpill way crest level : 371.000 MDeepest river bed level : 363.000 MMinimum draw down level : 367.200 MWater spread area at FRL : 27.050 Sq. KmsWater spread area at MWL : 31.970 Sq. KmsSTORAGE CAPACITIES :Gross storage at FRL : 4.500 TMCGross storage at MWL : 5.250 TMCLive storage at FRL : 4.050 TMCSpillway crest level : 0.800 TMCMDDL : 0.200 TMCEARTH DAM :Length of bund : 4.313 Km (Left 1366 m, Right 2947 m)Maximum height : 9.50 mTop width : 5.00 mTop level : +379.500 mSide slopes U/S : 2.5:1D/S : : 2:1SPILLWAY OF DAM :Length : 87.00 mMaximum height : 18.3 mTop of shutters level : +378.350 mHoist platform level : +382.000 mNo. and type of gates : 6 nos. VerticalSize of gates : 12.00 m x 7.35 m

CANALS AND COMMAND AREA

Name of the Canal Sill level of sluice length in Km Localized ayacut in acresRight side canal +367.200 m 36.0 20,790Left side canal +367.500 m 25.0 3,582

Total 24,372

Note on Modernization Work:

Name of Work: Modernization of Sanjeevaiah Sagar (Gajuladinne) Medium Irrigation Project in Kurnool District underJICA Programme

Estimate Cost: Rs. 4631 Lakhs vide CE(I) No. 2/2010-11 dt: 10.06.2010

Agreement Cost: Rs. 43,19,23,482/- SE/IC/KNL Agt. No. 12/2011-12 dt:22.07.2011

Suppl Agt. Cost: Rs. 41,77,15,454/- vide work slip 1 approved by Engineer-in-Chief, Medium Irrigation, Hyderabad

Agency: M/S Harvins Construction (P) Limited, Hyderabad

Over All Financial Progress: Progress up to LS XX( August 2013) and part bill is 93%



HEAD WORKS

Only Revetment work, strengthening of bank and surrounding concrete for LMC head sluice intake well completed. Theremaining civil works like grove concrete for spillway gates etc., of head works yet to be started.

The spillway gates are in pathetic condition. Mechanical works could not be taken up as water is being stored in thereservoir for drinking purpose in the summer season as per the District Collector orders and inflow from subsequent rains in themonsoon season.

RIGHT MAIN CANAL

Lining Completed up to 27.650 Km of RMC as proposed in the approved work slip 1 with some left over reaches inbetween which are not in the scope of the work. However the joint treatment for canal construction and expansion joints is not tackledso far.CC guide walls completed as proposed in the approved work slip 1

Structures 70% of the structures completed and the remaining are under progress as proposed in the approved work slip 1.For all OTs shuttering arrangements to be provided.Sectioning of the canal from 27.650 to 36.000 Km is yet to be taken up

LEFT MAIN CANAL

Lining Completed up to 17.300 Km of LMC as proposed in the approved work slip 1.However the joint treatment for canalconstruction and expansion joints is not tackled so far.

Structures 80% of the structures completed and the remaining are under progress as proposed in the approved work slip 1.For all OTs shuttering arrangements to be provided Sectioning of the canal from 17.300 to 26.000 Km is yet to be taken up

Salient Features

Location : This project is constructed across the Hundri River near Gajuladinne village inGonegandla mandal of Kurnool District.

Ayacut : 25,270 Acres in RabiMandals Benefited : Gonegandla, Kodumur, Krishnagiri and DevanakondaUtilisation : 926 mcft( Average for last 5 years : 2350 mcft)Water Allocation : 2 TMC (As per KWDT)Storage Capacities : Gross:4500 mcft; Live : 4050 mcft; Dead : 450 mcftMaximum Flood Discharge : 80,000 CusecsMDDL : 367.20 ftWater allocation (drinking) : 45 TMC

Canals Right Side Canal Left Side CanalLength : 36 Km 26.5 KmDischarge : 440 c/s 160 c/sAyacut : 21,783 3,705Cropping Pattern : I.D. I.D.

Villages Benefited : 21 villagesPresent Stage : CompletedBudget for the Year 2015-16 : Plan - 0.2000 Crs.

2. Siva Bhasyam Sagar Project (Formely Varadaraja Swamy Gudi Project (VRSP))



Preamble

Sivabhashyam Sagar Project ( Formerly known as Varadaraja Swamy Gudi Project ) is a Medium Irrigation Projectconstructed across Munimadugula Vagu which is a hill stream which takes its origin in the Srisailam hill ranges of Nallamala forest . Itjoins Bhavanasi River which in turn is a tributary of Krishna river. The dam site at Kottalachervu village about 18 Kms North ofAtmakur town in Kurnool District.

There was one rain gauge station situated in the catchment area at Pecheruvu village in the Nallamala forest maintained byForest department. The catchment is influenced by this rain gauge station

The rain gauge station has not been in operation from the year 1969 onwards. The latest rain fall particulars of Atmakur raingauge station from 1967-68 onwards are adopted.

This project is envisaged to provide irrigation facilities to 10298 acres of new dry ayacut in addition to the stabilization of2922 acres of wet ayacut under the existing 8 system tanks in kharif in 9 villages of draught effected Atmakur and Kothapalle mandalsof Kurnool District. However actual ayacut under project is revised as 12092 acres (Including stabilization of 2944 acres underM.I.Tanks).

A reservoir is formed by construction of dam across Munimadugula vagu at Bandamadugu having a gross storage of 389Mcft with an FRL of + 370.000mts.



A pick up anicut was constructed across the same stream, 3.9 Km on down stream of the Dam. Water from the reservoirwill therefore be released through river sluices and it will be picked up lower down at the pick up anicut and regulated in to the canalstaking off on either side of the anicut to irrigate the ayacut proposed.

160 Hectares has been acquired of forest land in the foreshore area of project and 160 Hectares of Government land is alsogiven to the forest department towards afforestation to the Divisional Forest Officer, Atmakur.

Pecheruvu village has bee shifted from the wild life sanctuary to a new location to Kottalacheruvu village. To the Villagershave provided suitable housing and other facilities such as drinking water, School, Health unit etc. at the cost of Project.

The project was started in the year 1985 and completed during the year 2000. The project is designed for Kharif season only

Hydraulic Particulars Of Veerapuram Branch Canal Under S B S P ( 9. 22 Km )

SlNo Description Reach I (Km 0.00 to

Km 0.63)Reach II (Km 0.63 to

Km 4.23)Reach III (Km 4.23 to

Km 6.72)Reach IV (Km 6.72

to Km 8.16)Reach V (Km 8.16 to

Km 9.221)

1 Discharge incumecs 1.70 1.386 1.134 0.89 0.534

2 Bed Width inMts 2.80 2.60 2.60 2.20 1.70

3 F.S.D in Mts 0.90 0.80 0.75 0.70 0.554 Bed fall 1 in 2500 2500 2500 2000 1500

5 Velocity inM/Sec 0.638 0.595 0.518 0.544 0.533

6 Side slopes 0.5:1 0.5:1 0.5:1 0.5:1 0.5:1

7 Free board inMts 0.60 0.60 0.60 0.60 0.60

8 Ayacut inacres

WetI.D

Total Wet 709.1 I.D 5795.85

Hydraulic Particulars Of Left Main Canal UnderS B S P( 1.15 Km )

S.No Description Reach I (Km 0.00 to Km 1.15)1 Discharge in cumecs 0.802 Bed Width in Mts 1.613 F.S.D in Mts 0.604 Bed fall 1 in 25005 Velocity in M/Sec 0.4666 Side slopes 0.5:17 Free board in Mts 0.60

8 Ayacut in acresWet 152.5I.D 367

Total Wet

Salient Features

Location :constructed across Munimadugula vagu a tributary to Bavanasi in Krishna basinnear Kurukunda village in Atmakur(M),Kurnool (Dt) and dedicated to the nationin the year 2012.

Ayacut : 12,092 AcresMandals Benefited : Atmakur and KothapalliStorage capacities : Gross: 0.39 TMCLive Storage : 0.36TMC



Dead Storage : 0.28TMCFRL : 370 ftMDDL : 352.80 ft.Maximum Flood Discharge : 40,000 CusecsCropping Pattern : Wet, IDVillages Benefitted : 9 villagesPresent Stage : Completed.Budget for the Year 2015-16 : Plan - 0.4010 Crs.

Canals Right Side CANAL Left Side CANALLength : 5.26 Km 1.15 KmDischarge : 175 c/s 160 c/sAyacut : 12,554acres 667.92acresCropping Pattern : Wet I.D.

ONGOING MAJOR IRRIGATION PROJECTS

Pothireddy Padu Head Regulator - SRMC - SRBC - GNSS - TGP SYSTEM:-

Preamble

Since the times Sir Arthur Cotton, proposals were formulated to provide water of Krishna River to Rayalaseema for drinkingand irrigation to eradicate drought and famine. Taking note of the acute distress and suffering which the people of the area have beenunder going for centuries, Government of Andhra Pradesh have decided to implement long term measures to provide permanent relief tothe people of Rayalaseema by formulating the schemes Telugu Ganga Project, SRBC, GNSS Project etc. in this direction. The feasibilityof the schemes was studied by the Experts Committee headed by Sri J. Raja Rao and detailed report on availability of water was welldocumented in respect of the above schemes.

The Government have decided to take up the irrigation projects under Jalayagnam and complete them immediately. The briefsalient features of the projects are as follows.

1. Srisailam Right Branch Canal :-

It is contemplated to utilize 19 TMC of assured water from Srisailam reservoir through Pothireddy Padu Head Regulator andto irrigate an ayacut of 160,000 acres in Kurnool district and 30,000 acres in Kadapa district by excavating Srisailam Right Branch



Canal for a length of 199 Kms and forming two balancing reservoirs namely Gorakallu Balancing Reservoir and Owk balancingreservoir.

2. Telugu Ganga Project

It is contemplated to create irrigation potential to an extent of 2.91 Lakh acres out of which 1.14 lakh acres in Kurnool districtand 1.77 lakh acres in Kadapa district. The total water requirement for irrigation is about 29 TMC to be drawn from surplus flood water.Besides that 15 TMC of assured water is to be supplied to Chennai city as per KWDT award.

3. Galeru Nagari Sujala Sravanthi

The project is formulated to provide irrigation water to an extent of 2.60 lakh acres, out of which 1.55 lakh acres in Kadapadistrict and 1.035 lakh acres in Chittoor district and 1500 acres in Nellore district besides supply of drinking water to 20 lakhpopulations living in enroute villages and towns. The total water requirement for irrigation and drinking water supply is about 38 TMCto be drawn from surplus flows of River Krishna from Srisailam reservoir.

4. Drinking water supplementation to Anantapur District

The drought prone areas of Anantapur district are not getting their share of assured water supply from T.B. Dam throughH.L.C. System due to the siltation of the reservoir. Hence as per the decision taken in the all party meeting it is proposed to utilizewaters of River Krishna drawn through Pothi Reddy Padu Head Regulator.

Based on the availability of flood water of River Krishna, the projects TGP and GNSS are formulated for utilization to createirrigation potential besides supply of drinking water to the enroute villages and Chennai city. The project SRBC was taken up onutilization of 75% dependable water of River Krishna. These assured waters are proposed to be drawn from

Water Requirements

The water requirements for the various proposed schemes under the system through Pothireddypadu Head Regulators are asfollows.

Telugu Ganga Project : 29TMCSrisailam Right Branch canal : 19TMCGaleru Nagari Sujala Sravanthi : 38 TMCMadras Water supply Scheme : 15 TMCDiversion to HLC : 10 TMCDrinking water and Losses : 3 TMCTotal : 114TMC

Basis For The Design Consideration

The above design of canals and tunnels are worked out duly considering the inflows into Srisailam reservoir for the last 39years and various options discussed below

1. No. of flood days :-

The Number of flood days based on 22 years data ( from 1984-85 to 2005-06) are arrived as 38 days at 75% dependability ofsurplus waters of River Krishna at Srisailam Reservoir. Since the data considered mostly pertain to the period prior to the constructionof Alamatti Dam, the proposed flood days of 30 is on the conservative side.

2. Availability of flood water in River Krishna at Srisailam Dam

After studying the data of 39 years ( from 1967-68 to 2005-06 ) it is observed that the availability of flood water after meetingthe demands under all the schemes upstream of Srisailam is 76.10 TMC at 75% dependability. Hence the required 114 TMC of watercan safely be drawn during 30 flood days at Srisailam reservoir presuming the same quantities of inflows at Srisailam even afterconstruction of Alamatti dam.

Discharge Requied

The discharge required through Pothireddypadu Head Regulator



= 114 X 1000 X 1000000 / 30 X 24 X 60 X 60

= 43981 Cusecs.

Say 44,000 Cusecs

The Government of Andhra Pradesh have accorded permission vide G.O. Ms. No. 3 dt 4.1.2006 for drawl of 44000 cusecsfrom NSRSP through Pothireddypadu Head Regulator to meet the Irrigation, drinking water requirements in drought prone districts ofKurnool, Kadapa, Chittoor and Nellore and supplementation to the existing K.C. Canal System besides providing drinking water supplyto Chennai City.

Accordingly the present report is prepared to bring forth and substantiate the designs of carrying capacities of variouscomponents involved under the system and development of further schemes to utilize the said quantum of water up to Pennar basin andbeyond.

1.Telugu Ganga Project

Preamble

Telugu Ganga Project is an inter-state Project formulated to irrigate 5.75 lakh acres in drought prone areas of Rayalaseema anduplands of Nellore District in Andhra Pradesh by utilising 29 TMC of Krishna flood flows and 30 TMC of Pennar flood flows. Furtherwith a view to provide drinking water to the Chennai city, the three Krishna basin states of Andhra Pradesh, Karnataka and Maharashtrahave agreed to spare 5 TMC each from their respective shares of Krishna waters totaling to 15 TMC to meet the requirements. Thescheme consists of 408 Km. long canal from Srisailam Reservoir to Andhra Pradesh - Tamil Nadu border with the following fourbalancing reservoirs.

(1) Velugodu Balancing Reservoir.

(2) S.P.V.B.Reservoir.

(3) Somasila Reservoir.

(4) Kandaleru Reservoir.

The total ayacut in Kurnool district is 1.145 lakh acres.

Salient Features



Location at Designeddischarge Cusecs

Section (B.WXFSD Mts) Bed Fall Side

slopesCBLMts

FSLMts

TBLMts

Additional approach Channel : 32850 72X12.19 1/150000 1:1 256.030 269.220Head Regulator (Pothireddypadu : 32850

Tail channel : 32850 23X11.89 1/12000 1:1 256.030 267.920SRMC : 44000 40X11.89 1/12000 1:1 256.030 267.920Banakacharla Regulator toVBR(link channel ) : 11150 15.85X11.89 1/15000 1/2: 1 253.890 265.78 266.78

Velugodu Reservoir(HeadRegulator) : 5000

TGP Main canal : 5000 16x4.00 1/3931 1.5 :1 244.000 248.000 250.000

Budget for the Year 2015-16 : Plan - 42.6200 Crs

Present Stage : Ongoing

2.Velugodu Balancing Reservoir

Sailent Features

Latitude : 15° 48' �00''�Longitude : 78° 34' 30''Basin : pennar Basin



Sub-basin : Kundu basinCatchment area : 218.40 Sq.KmFlood discharge of Galeru : 1231.80 Cum/secLength of dam : 11.64 KmMax. height of dam : 28.00 MTop width of dam : 6.00MF.R.L. : +264.700M.W.L. : +264.700a) Max.draw down level : +264.700b) TBL : +268.000Storage capacity at FRL/MWL : 16.95 TMCStorage capacity at crest level of spillway (+259.700) : 9.531 TMcLive storage at FRL : 16.323 TMCDead storage at sill level (+244.00) : 0.046 TMCFree board : 3.30 MSubmersible area in forest : 3156.00 HecSubmersible area in Patta : 47.35 Hec.

MANDALS BENEFITTED : Velugodu, Bandi Atmakur, Mahanandi, Sirivella, Rudravaram, Allagadda, Chagalamarri.Components & StatusAdditional Approach Channel And Additional Head Regulator at Pothireddypadus: - As the carrying capacity of SRMC is notsufficient to meet the requirements of T.G.P., S.R.B.C. G.N.S.S. and K.C.Canal an additional regulator, additional approach channeland widening of S.R.M.C. are proposed to meet additional requirement of water for above projects.Canal from Pothireddypadu to Banakacherla Cross Regulator [SRMC]: A canal of 16.805 Km. length from Pothireddypaduregulator to Banakacherla cross regulator is excavated cutting across Mittakandala ridge between Krishna and Pennar basins. Toaccommodate the additional discharge required for Telugu Ganga Project, G.N.S.S., SRBC and K.C.Canal, this canal was proposed tobe widened and the widening work is in progress.Escape Channel :The Escape channel of 3.5 Km. length consists of three reaches and one structure (SLB at Km. 1.15), is completed.Link Canal :--This canal from Banakacherla cross regulator to Velugodu Balancing Reservoir is of a length of about 7.83 Km. with adischarge of 11,500 Cusecs and the excavation of canal is completed.Velugodu Balacing Reservoir :--The formation of earth bund is almost completed upto the T.B.L. i.e. 268.000 M. The spillway iscompleted upto the crest level i.e. 259.70M. The gates to the spillway are erected.T.G.P. Main Canal From V.B.R. to 96.130 Km :-- The Telugu Ganga Project Main canal takes off from the left flank of VelugoduBalancing Reservoir skirting the Nallamala hill ranges and enters Kadapa district at Km. 98.26 and falls into Subsidiary Reservoir-I, atKm. 108.569. The total length of Main canal 96.130 Km. is completed.Irrigation canals Under V.B.R. :--This consists of distributory system under T.G.P. Main canal to create an irrigation potential of 1,14,500 acres in Kurnool district.Theayacut contemplated in this circle is 1.145 lakh acres.

3. Srisailam Right Bank Canal (SRBC)

Preamble

The KWDT in 1973 has allocated 800 TMC (75% dependable flows) of Krishna waters to AP State. Under this award, thestate is entitled to make any adjustments and re-allocations within the allotment made specially to the state and also entitled to utilize 11TMC of regenerated water as its share to irrigate 1,90,000 Acres of Nandyal, Banaganapalli, Koilkuntla Taluks of Kurnool Dist. andJammalmadugu taluk of Kadapa District. The source of water to the scheme is river Krishna tapped from foreshore of Srisailamreservoir ( Now named as N.S.R.S.Project ). Water will be drawn from reservoir through Pothidreddy padu head regulator with anapproach channel of 3.40 Kms long inside the reservoir and from the head regulator the Sri Sailam Right main canal is aligned cuttingacross the Mittakandala ridge up to Banakacherla village to enter the Kundu sub-valley. At Banakacherla, a cross regulator complex isconstructed and from this point the main canal i.e.,SRMC branches into three canals. The right side canal taking off to feed SRBCscheme with a capacity of 5,000 Cusecs, left canal taking off to feed the TGP and the middle escape channel to feed K.C.Canal. ThusSRBC starts from Banakacherla cross regulator complex and runs for a length of 198.00 Km and joins in pennar river duly filling twobalancing reservoirs one at Goralkallu village and another at owk village. The length of canal in Kurnool district is 141 Km.

This S.R.B.C Scheme was formulated to irrigate an Ayacut of 1,90,000 Acres to benefit the chronic drought prone areas in82 villages of Nandyal, Panyam, Banaganapalli, Owk, Koilakuntla, Vuyyalwada and sanjamala mandals of Kurnool district (1,57,422



Acres ) and 18 villages of Jammalamadugu mandal of Kadapa district (32,578 Acres).

4. Narasimharaya Sagar Project (Gorakallu Balancing Reservoir):-

Preamble

Construction of Sri Narasimharaya Sagar (Gorakallu Balancing Reservoir) with a live storage of 10.29 TMC (FRL +261 M)was taken up to feed and store Krishna flood waters. The reservoir is intended to supply water during Non-flood season. The cost of theproject is Rs.528.00crores. The works were entrusted to M/s SABIR-SEW&PRASAD (JV), Hyderabad ion EPC system. The agreementvalue of the work is Rs.448.20 Crores. 92% of the work (Rs.412.30 Crs) is completed. The balance work is in progress from thisreservoir the GNSS Flood Flow Canal again takes off with 20,000 c/s discharge to feed Gandikota Reservoir.

Present status of the work:

Adhoc Extension of Time was granted to the agency for the completion of the work by 9/2015. The balance works are inprogress as per schedule. The Krishna flood waters will be stored in forthcoming season and water will be let out to GNSS Flood FlowCanal.

Salient Features

Gross storage @F.R.L : 12.44TMCLive Storage Capacity : 10.29 TMCDead Storage Capacity : 2.15 TMCT.B.L : +265.60 mT.B.L.C Fault Zone : +265.60 mT.B.L : +267.00 mF.R.L : +261.00 mM.D.D.L : +235.342 mCatchment Area : 77.70 Sq. KmDischarge From Self Catchment : 848 CumecsDeepest Bed Level : +220.00 mWater spread Area @ F.R.L : 15.10 Sq.KmTotal length of the Dam : 3626 mComprising of non Overflowconcrete/Colgrout : 1721 m

Earth Dam(Zonal Section) : 3626 m

5. Owk Reservoir:-



Preamble

The OWK reservoir complex comprises of three reservoirs Paleru, Gollaleru and Thimmaraju. Paleru and Thimmaraju arethe old tanks having an ayacut of 269 Ha and 399 Ha respectively. These old tanks were interlinked with cross bund called Gollalerudam with a spillway, forming Owk reservoir complex. Three sluices were existing one in Paleru and two in Thimmaraju to serve theayacut. The sill level of Paleru old sluice was +198.620 and that of the Thimmaraju sluices were +208.110 and +207.700 left and rightside sluices respectively.

Owk Reservoir:

Three earth dams comprising of Paleru, Gollaleru and Thimmaraju form the Owk Reservoir complex, a balancing reservoirin SRBC & GNSS systems. Previously the Paleru and Thimmaraju earth dams are the tanks feeding water to Owk village ayacut ofapproximately 600 acres and 2000 acres respectively

STAGE 1:

Stage I of Owk reservoir was taken up as part of the SRBC Scheme under APIII World Bank aided programme to raise thebund level to +224.00 M and to impound water to a level of 220.00 M with a capacity of 1.91 TMC to feed water to SRBC ayacut fromBlocks 12 to 21 for an ayacut of around 80,000 acres. The work was taken up and completed.



STAGE II:

Stage II programme was taken up as part of GNSS system raising the level of the Owk Reservoir complex to +231.00 M toimpound water up to +227.00 M level with a capacity of 4.148 TMC and the work completed.

Forest Clearance:

Proposals for forest clearance under stage-II for 72.54 Ha were submitted to Govt.of India vide Lr No.8907/Forest-I/2008dated 28.9.2008. But again Lr. was received from DFO, Kurnool to resubmit the proposals as the previously submitted proposals weremissing. The proposals were again resubmitted to DFO, Kurnool vide T.O. Lr.No.EE/SRBC/Owk/122M dated 19.4.2012. Due to NonAcquisition of Forest Land, water cannot be impounded upto FRL 227.00.

The present water level in the reservoir is +216.300 and stored of water is 0.975 TMC.

The ayacut contemplated under Owk Reservoir Complex is 76,867 Acres. Out of this 47,608 Acres of ayacut was created.Works are in progress to create an ayacut of 29,265 Acres under 3 EPC packages.

Salient Features

Location at Designed dischargeCusecs

Section (B.WX FSDMts)

BedFall

Sideslopes

CBLMts

FSLMts

TBLMts

BanakacharlaRegulator 5000 6.10X 11.89 1/15000 1/2:1 253.900 267.790

Gorakallu reservoir 5000 6.10X 11.89 1/15000 1/2:1 249.292 261.180 263.182Owk Tunnel 1500 5.50 mt dia 1/1700 -- 223.606 228.165At Km 141.0 1000 7.60X 3.00 1/12000 11/2:1 213.019 216.00 218.019

The Storage Capacities Of The Reservoirs:

Reservoir F.R.L./T.B.L Mts. Gross Storage In Tmc Live Storage In Tmc StatusGorakallu + 261.000 / + 265.000 12.44 10.29 Under ProgressOwk Stage-I + 220.000 / + 224.000 1.859 0.842 CompletedOwk Stage-II + 227.000 / 231.000 4.148 3.131 Completed

Irrigation potential:

Total Ayacut proposed under this Scheme is : 1, 84,838 acresAyacut created so far : 1, 53,936 acresAyacut Benefitted In Kurnool District : 1, 53,936 acresAyacut under progress in Kurnool district : 1703 acresPresent Stage : Ongoing

6.Handri Neeva Sujala Sravanthi Irrigation Project:-



Preamble

This project is contemplated to utilise 40 tmc of floodwater of river Krishna near Malyala village Nandikotkur Mandal ofKurnool District from the foreshore of Srisailam Reservoir by lift and gravity to provide irrigation facilities to an extent of 6.025 lakhacres Kharif ID,(in Kurnool 80,000 acres) and also Drinking water facility for about 33 lakh people in drought prone districts ofRayalaseema viz., Kurnool, Anantapur, Kadapa and Chittoor.

The canal runs for a length of 562 Kms in all the four districts put together 8 nos of reservoirs are proposed in the schemevide 1. Krishnagiri 2. Pathikonda in Kurnool district, 3. Jeedipalli 4. Gollapalli 5. Marala 6. Cherlapalli in Anantapur district, 7.Sreenivasa puram 8. Adavi palli in Chittoor district. 9 nos of lifts are provided on the main canal and 20 nos on branch canals. In orderto arrive at early benefits, the scheme has been taken up in phased manner. The 1st phase consists of 216 Km length of main canal, 8 noslifts in main canal, 3 nos of reservoirs and 1 branch canal. The phase II consists of main canal for a length of 339Km , 5 nos ofreservoirs, 1 lift and 3 nos of branch canals. Government has accorded administrative approval for both the phases and the work is inprogress in phase I.

Salient Features

Source Of Water &Utilisation : Lifting of 40 TMC of water from foreshore of Sri sailam reservoir near Malyala (v), Nandi

Kotkur (M), Kurnool district.Longitude : 78°-15ELatitude : 15°-53ELength of canal inKurnool Dt : 144 Km

Budget for the Year2015-16 : Plan - 212.0000 Crs.

Reservoirs in Kurnool District under HNSS:-

1. Krishanagiri Reservoir :-



Preamble

The Handri Neeva Sujala Sravanthi envisages drawl of 40 TMC of flood water of Krishna river from the fore shore ofSrisailam Reservoir in 120 flood days during the period from August to November to Provide irrigation facilities to an extent of 6,02,500 acres in the district of Kurnool, Ananthapur, Chitoor, and Kadapa besides providing drinking water facilities to a population of33 Lakhs lying in 81 mandals enroute the canal.

The water is proposed to be drawn through an approach an approach channels for a length of 3.40 Km from the foreshore ofSrisailam Reservoir near Maliyala village Nandikotkur Mandal of Kurnool District. The waters are drawn through lift cum gravity canalfor a total length of 565 Km, nine numbers of lifts are involved in the main canal. Four numbers of tunnels are proposed along the canalcovering a total length 11.05 Km. five Balancing reservoirs are proposed along the main canal for a total capacity of 3.81 TMC andthree more balancing reservoirs are proposed along three branch canals for a total capacity 4.60 TMC.

In view of the large magnitude of the project and in order to derive early benefits it is provided to take up this scheme in aphased manner. The Government of Andhra Pradesh have accorded administrative approval for an amount of Rs. 1305 crores for phase-I works of the Handri Neeva Sujala Sravanthi Scheme Vide G.O.Ms.No. 73, Dt. 24-07-2004.

PHASE - I OF HNSS PROJECT

The phase - I of HNSS Project contemplates drawl of 14 TMC flood waters from the foreshores of Srisailam Reservoir nearMaliyala Village in Nandikotkur Mandal of Kurnool District and Conveys through HNSS Main Canal upto Km 216.300. it proposes toprovide Irrigation to the extent of 1,98,000 acres in Kurnool and Ananthapur District.

Components of the Phase - I of HNSS Scheme are the follows.

1. Excavation of Approach channel from Km (-) 3.400 to Km 0.000 of HNSS Main canal.

2. Excavation of Main Canal from Km 0.000 to Km 216.300.

3. Construction of CM & CD Works.

4. Formation of Three Reservoirs Viz.,

a. Krishnagiri Reservoir @ Km 76.650 of HNSS Main Canal.

b. Pattikonda Reservoir @ Km 108.570 of HNSS Canal.

c. Jidipalli Reservoir @ Km 216.300 of HNSS Main Canal.

5. Excavation peruru branch canal which takes off from Jidipalli reservoir for a length of 6.00 Km i.e., 0.000 to Km 6.000Km.



6. A) Formation of Distributory system to provide irrigation facilities for an ayacut of 1,98,000 acres under main canal upto216.000 Km and reservoirs.

B) Formation of Distributory system under peruru branch canal for providing irrigation facilities to an extent of 80,600acres.

7. Construction of Pump houses, pumping mains and installation of required number of pumps and motors at eight liftpoints.

The Phase - I Civil works are divided in to fourteens numbers if packages. The civil and electrical works includinginstallation of pumps and motors related to lifts will be taken separately. The present package is from Km. 64.000 to 76.325/77.000 Km- Package - 26A.

The Package - 26A work is entrusted to M/s RK Infra Corp.Pvt.Ltd. Hyderabad vide Superintending Engineer's Agt.No.7SE/HNSS-1/KNL/2011-12, Dt: 17-02-2012 of Superintending Engineer,HNSS Circle No.1, Kurnool. The Estimate is Sanctionedby Chief Engineer (P) vide Chief Engineer (Projects), Ananthapur CER. No. 18 CE/2011-12 Dt: 09-02-2012 for Rs. 20.98 Crores.

The Work is Broadly Divided into following Sub Head

1. Balance Earth Work excavation of Main Canal from Km 64.000 to Km 76.325 / Km 77.000

2. Balance Construction of CM &CD Works of Main Canal.

3. Balance Formation of Krishnagiri Reservoir

4. Balance Distributor System

Salient Features of HNSS Main Canal

Required Discharge (in cumecs) : 109.025Bed Level at Start / End (in Mtrs) : 333.200 / 365.591F.S.L at Start / End (in Mtrs) : 337.900 / 370.291Bed Width (in Mtrs) : 11F.S.D (in Mtrs) : 4.7Side Slopes : 0.5:1/1:1/1.5:1Bed Fall : 1 in 4200/1 in 6000/1 in 8000Value of n : 0.018Velocity (Mtrs / Sec) : 1.300 to 1.500Free Board (in Mtrs) : 0.900

Salient Features of Krishnagiri Reservoir

Storage Capacity of Reservoir : 4.55 M Cum (0.16 TMC)Total Length of the Bund (in Mtrs) : 2660Maximum Height of the Bound (in Mtrs) : 9.600Top width of Bound (in Mtrs) : 6.000T.B.L (in Mtrs) : 372.900M.W.L. : 369.900F.R.L : 369.000Sill Level for Both L/S & R/S Sluices. : 365.100Discharge & Ayacut of L/S Sluices : 0.222 Cumecs ( 650 Acres )Discharge & Ayacut of R/S Sluices : 1.408 Cumecs ( 4450 Acres )

2) Pathikonda reservoir



Preamble

Irrigation Potential:

Ayacut proposed in the following mandals of Kurnool District is 80,000 Acres 1. Nandikotkur, 2. Midthur, 3. Kurnool 4.Kalluru 5. Orvakal, 6. Veldurthi, 7. Krishnagiri 8. Devanakonda, 9. pathidonda, 10. Apsari

Components:

1. Excavation of canal from 0.0 to 143 Km in Kurnool Dt.

2. Pathikonda Reservoir

3. Krishnagiri Reservoir.

Present Status

The trial run completed successfully.

Salient Features of HNSS Main Canal

Hydraulic Particulars:-Ayacut : 61,400 acresFRL : 450.600MWL : 451.500TBL : 453.600Length of bund : 3.80 KmMax higher of bund : 17.0 mCapacity of reservoir : 1.12 TMCSill level of sluice : 443.700Top width of bund : 6.0 mtsSide slopes : 2:1Length of canals : Left: 9.96 Km Right: 16.0 Kms

3. K.C.Canal Modernization Project



Preamble

K.C. Canal modernization project with a cost of Rs. 1107.00 crore was taken up with the loan assistance from JapaneseBank of International Co-operation (JBIC), Japan with the objective of stabilisation of existing ayacut of 2.65 lakh acres in Kurnool andKadapa districts by rehabilitation, improvements and modernization of existing 130 year old irrigation system.

Irrigation Potential : Stabilisation of KC Canal ayacut (i.e., 2,65,628 Acres)

Components:

Construction of barrage replacing existing old anicut at Sunkesula with a storage capacity of 1.2 tmc Hydel PowerGeneration of 2 MW at Tungabhadra Barrage Construction of Alaganur Balancing Reservoir (ABR) with a storage capacity of 3.0 tmcStabilizing the gap ayacut of 87,220 acres in the tail end areas. Lining 265 Km of main canal and 825 Km of distributary system.Formation of ayacut roads and demonstration of On- Farm Development (OFD).Providing drinking and industrial water supply to 250villages en route Approach channel taking off @Km 119.6 of KCC feeding ABR

Salient Features

Intake Location : Tungabhadra Barrage at Sunkesula around 30 Km from Kurnool town.Estimate cost : Rs. 1107 crores.Expenditure incurred : Rs. 840.43 CroresLength of Canal : 305.60 Km .

Name of Reservoir Govt.Land inacres

Private land inacres Total in acres Land acquired in acres Balance in acres

Tungabhadra Barrage : 88.19 1068.24 1156.43 1156.43 nilAlaganur BalancingReservoir : 936 2649 3585 3585 nil

Budget for the Year 2015-16 : Plan - 4.9060 Crs. Non-Plan - 5.9832 Crs.

Present Stage: Ongoing

4. SRI KOTLA VIJAYA BHASKARA REDDY BARRAGE (SUNKESULA BARRAGE)



Preamble

The Kurnool-Cuddapah Canal is a river diversion system having a Command in an extent of about 1,06,000 hectares issituated Kurnool and Cuddapah districts and with its main head works built during the years 1863-1970 across the river Tungabhadranear Sunkesula (village) in Kurnool District. The replacement of 130 years old existing Sunkesula Anicut was taken up by constructinga Tungabhadra Barrage just down stream side of it with a storage capacity of 1.20 TMC. The works are taken up with A.P.State Funds in1992 and progressed to some extent. The balance works are taken up with J.B.I.C. loan assistance envisages of two packages ie., Civil &Mechanical works viz., ICB-01 & ICB-02.

The Project is envisaged to storage the 1.200 TMC of water and stabilse the existing ayacut under K.C.Canal System andalso to supply drinking water to Kurnool town and also production of 2 megawatts electricity.

Salient Features

River : TungabhadraNearest town : Kurnool ( 25 Kms )Full Reservoir Capacity : 958.00 ft.Storage Capacity : 1.2 TM Cft.MDDL : 288.50 ft.Ayacut : 2, 65,628 Acres.SPILLWAY : :Design Flood discharge : 5, 25,000 cusecsType & Nos. of gates : Radial - 30Dimensions of gates : 18.00 M x 7.00 MCrest level : + 285.000Total length : 633 MSCOUR SLUICES : :Design Flood discharge : 33,000 cusecsType & Nos. of gates : Vertical - 4Dimensions of gates : 10.00 M x 3.50 MSill elevation : + 284.500



Earthen Dam length : 1167 MFlood Dam length : 3265 MHEAD REGULATOR : :Design intake discharge : 3850 cusecsType & Nos. of gates : Vertical - 4Dimensions of gates : 8.50 M x 2.50 MSill elevation : + 285.700

5. Guru Raghavendra Project (GRP)

Due to siltation of Tungabhadra Dam only 18.50 TMC of water is coming against 24 TMC of allocation to Andhra PradeshState under TBP LLC. Hence only 1.00 Lakh Acres of ayacut at upper reaches is getting water and 50,000 Acres. (40,000 Acres I.D. +10,000 Acres Wet) at tail end ayacut is suffering due to shortage of 5.50 TMC.

Hence Guru Raghavendra Project was formulated vide G.O.Ms.No. 36, Dt: 23.03.1999 with a cost of Rs. 136.35 Crores tolift 5.373 TMC of water by means of several individual L.I. Schemes and M.I. Schemes all along Tungabhadra River for thestabilization of 50,000 Acres (10,000 Acres Wet and 40,000 Acres I.D.) comprising of Mantralayam, Yemmiganur, Nandavaram, Kosigiand Peddakadabur Mandals in Yemmiganur Constituency & C.Belgal, Guduru, Kodumur and Kallur Mandals in Kodumur Constituency,starting from down stream of Rajolibanda Diversion Scheme and upto Sunkesula Barrage. Out of 12 schemes (1 M.I. Scheme + 11 L.I.Schemes) Guru Raghavendra Project Circle is dealt with 8 schemes (1 M.I. + 7 L.I. Schemes) belonging to Yemmiganur constituencyand APSIDC is dealt with 4 L.I. Schemes pertaining to Kodumur constituency.

Salient Features

Intake Location : All along the R/S bank of TBRiver.

Estimate cost : 12901.46 lakh

Mandals benefited :

Mantralayam,Yemmiganur,Nandavaram,Kosigi, Peddakadaburu,C-belagal, Guduru, Kodumur, andKallur.

Irrigation potential :

Total ayacut contemplated underthis project is 50,000 Acres(Stabilisation of TBPLLCayacut).

Budget for the Year 2015-16 : Plan 12.0000 Crs.5). Components:I.MUGALADODDI LIFT IRRIGATION SCHEME:The Scheme is located down stream of



Rajolibanda Diversion Scheme right side of Tungabhadra River for lifting 1.552 Cumecs of waterfrom Tungabhadra River for supplementation of gap ayacut of 3793 acres at a cost of Rs. 1091 lakhsunder T.B.P. LLC system.II. SOGANURU LIFT IRRIGATION SCHEME: The scheme is located on the right side of Tungabhadra River lifting 1.91Cumecsof water from Tungabhadra River to supply gap ayacut of 4648Acres at a cost of Rs. 1864 lakhs.III. PULACHINTA LIFT IRRIGATION SCHEME: The scheme envisages lifting of 1.75 Cumecs of water from Tungabhdra Riverto supply gap ayacut of 4400 Acres at a cost of Rs.1550 lakhs.IV. CHILAKALADONA LIFT IRRIGATION SCHEME: The scheme envisages lifting of 1.56 Cumecs of water from TungabhadraRiver to supply gap ayacut of 4087 acres at a cost of Rs. 1227 lakhs.V. SUGURU MINOR IRRIGATION SCHEME: The scheme is envisages to utilize 195Mcft (0.195TMC) of natural yield of SuguruVagu to supply 2925 Acres. (Gap ayacut 2125 Acres and 800 Acres new ayacut).The total cost of scheme is Rs. 649.43 Lakhs.VI. DUDDI LIFT IRRIGATION SCHEME: The scheme envisages lifting of 0.255 TMC of water from Tungabhadra River tosupplement 3000 Acres, gap ayacut.VII. MADHAVARAM LIFT IRRIGATION SCHEME: The scheme envisages lifting of 0.380 TMC of water from TungabhadraRiver to supplement 4211Acres gap ayacut.VIII. BASALADODDI LIFT IRRIGATION SCHEME: The scheme envisages lifting of 0.556 TMC of water from TungabhadraRiver to supplement 6450 Acres, gap ayacut. The total cost of Scheme is Rs. 65.21 crores.IX.Pulikanuma Lift Irrigation Scheme: The scheme envisages to stabilize 26,400 Acres of LLC ayacut. Reservoir capacity 3 TMC.X. Krishnadoddi Lift Irrigation scheme:. to stabilize 4892 acres of LLC Ayacut (taken up by IDC and will be handed over toIrrigation Dept.)XI. Chintamanpalli Lift Irrigation Scheme: to stabilize 1826 acres of LLC Ayacut (taken up by IDC and will be handed over toIrrigation Department)XII. Munagala Lift irrigation scheme: to stabilize 4365 acres of LLC Ayacut (taken up by IDC and will be handed over to irrigationDepartment)XIII. Remata Lift Irrigation scheme: to stabilize 4997 acres of LLC Ayacut (taken up by IDC and will be handed over to IrrigationDepartment)

GURU RAGHAVENDRA LIFT IRRIGATION SCHEMES

Lift Irrigation Schemes 9 No'sAllocated Water 7.01 TMCLocalized Ayacut 69740 acresIP Created 18766 acresBalance to be Created 50974 acresMandals Benefited 9 Mandals in Kurnool DistrictVillages Benefited 50 Villages in Kurnool District

GURU RAGHAVENDRA LIFT IRRIGATION SCHEMES

Financial StatusModernization Works Total Cost Rs 508.35 CrAmount Spent Upto 5/2015 Rs 398.99 CrBalance Amount Required Rs 173.17 Cr

SIDDAPURAM LIFT IRRIGATION SCHEME:-

Preamble

The Scheme contemplates lifting 2 TMC of water from Velugodu Balancing Reservoir in 4 months at the rate of 200 cusecsto Siddapuram tank to create an Irrigation potential of 21300 acres in 12 villages of Atmakur Mandal.

Govt. accorded Administrative approval for Rs. 89.72 crores vide G.O.Ms.No. 109, dt. 26.04.2007.

Main Components:



i) Regrading Galeru River in foreshore of Velugodu Balancing Reservoir.

ii) Construction of two pump houses for stage I & II.

iii) Laying two rows of pipe line of 1.4m dia. each for a length of 7.9Kms.

iv) Improvements to Siddapuram tank.

v) Construction of Distributory net work for 21300 acres.

Completion Date : 30-6-2015

LIFT :Stage I - 29.5 MetersStage II - 44.5 Meters

Total 74.0 MetersPOWER :Stage I - 2.8 MWStage II - 3.2 MW

Total 6.0 MW

Expenditure (as on 30-04-2015): Rs.45.77 Crores.

Status:

62.52% of works completed and the agency has come not forward for completion of the balance work. Hence, Final noticeunder clause 61 of P.S to APDSS was issued to the agency by Superintending Engineer, TGP, Nandyal vide Lr. No: 323M , Dt: 30-4-2015.

Bottle Necks Involved:

The pipe line is to be laid in the restricted width of 9.10Mts in Reserve Forest. The EPC agency is laying 1 row of pipe lineand refilling up the excavated quantity. Then executing the 2nd row of pipe line by dumping excavated soils on the previously laidpressure main which involves delay in progress of work.

The working area is in reserve forest and in the vicinity of 10Km distance from Srisailam- Nagarjuna Sagar Tiger Reservedue to this, the forest authorities not permitted to carry out blasting/Control blasting, where excavation is needed. The EPC agencyexcavating with hydraulic rock braker for laying of pressure main, excavation of pump houses etc., which involves delay in progress ofwork.

The work site is located 8 Km in deep Reserve Forest Land which is wild life protected zone. As per the forest authorities itis informed not to work from 5 PM to 6 AM in the wild life zone, because movement of vehicle machinery and men disturb themovement of wild animals in the protected zone and restricted zone.

The skilled labour, operators, welders and labour are reluctant to work in remote reserve forest with the fear of prevailing illhealth conditions and lack of amenities.



Pulikanuma Lift irrigation scheme:-



Preamble

Pulikanuma LI Scheme is proposed to supplement the flows in TBP LLC System by forming a Balancing Reservoir for1.232 Capacity near Pulikanuma(V) Peddakadubur(M) of Kurnool(dt.) by lifting water from Tungabhadra River. It is intended tostabilize the gap ayacut of about 40,000 Acres in Rabi and 10,000 Acres in Khariff in the tail ends of LLC Distributaries. It consists oftwo stages.

Pulikanuma L.I.Scheme is proposed to utilize the balance 1.232 TMC of water for the gap ayacut of 26,400 Acres.

The Govt. of A.P. had accorded Administrative Approval for Rs.261.19 Crores for Pulikanuma L.I.Scheme The work is inprogress.The expenditure incurred so far is Rs. 154.091 crores. The work is proposed to be completed by June 2012.

Pulikanuma L.I.Scheme is proposed to utilize the balance 1.232 TMC of water for the gap ayacut of 26,400 Acres.

The Govt. of A.P. had accorded Administrative Approval for Rs.261.19 Crores for Pulikanuma L.I.Scheme The work is inprogress.The expenditure incurred so far is Rs. 154.091 crores.

ReservoirName

Capacity(T.M.C.)

No. of villagesfully submerged

No. of villagespartially submerged

No. of villages coming D/s ofDam declared under R&R

Total No. of villagescoming under R&R

PULIKANUMA 1.232 Nil Nil Nil Nil

K.C.CANAL LIFT SCHEME:-

Preamble

This lift Scheme is proposed to stabilize the K.C.C Ayacut in the upper reach Km 0/0 to Km 150/0 during lean flows inThungabhadra River. The Scheme is envisaged to lift 5 TMC of water in a period of 60 days in needy days from the foreshore ofSrisailam reservoir to K.C.canal through approach channel to supply irrigated water to fields to an extent of 32000 acres under K.CCanal.

Estimate Amount : Rs.75.26 CroresAgency : M/s MEIL-MAYTAS-WPIL(JV), Hyderabad.Value of work : Rs.75.216 croresK.C.Canal Lift Scheme comprisesNo. of Structures : 3 Nos of structures, 3 Nos of Cross RegulatorsAyacut : Existing K.C.Canal Ayacut

The above works are likely to be completed by July 2016.



K.C.C Lift Irrigation Scheme (MUCHUMARRI LIFT):-

Preamble

Name of work:

Investigation design construction of three Nos of pump houses near Muchummari village and about Km 60.00 and Km40.00 of KC Canal including design manufacture, supply, delivery of pumps and motors, pressure main including all civil, mechanicaland electrical allied works including power supply arrangements to pump houses at Km 60.00 and Km 40.00 of KC Canal includingconstruction of three Nos of regulators across KC Canal etc, complete and maintenance of the system for 15 year as per parametersmentioned in the bid schedule.

Details of Approved Hydaulic Particulars

K.C.Canal

S.No Description At Km 81.80 ( MuchumarriVillage)

At Km 58.665 (AllurVillage)

At Km 39.325 (PadidempaduVillage)

1 Bed Fall 1 in 18526 1 in 14080 1 in 132002 Side Slopes 1.5:1.0 1.5:1.0 1.5:1.03 Velocity (m/sec) 0.896 0.9058 0.9434 Value of 'N' 0.018 0.018 0.018

5 Discharge required Units in Cumecs /Cusecs 104.797 /3701.430 106.998 /3779.1694 107.234 /3787.5049

6 Discharge designed Units in Cumecs /Cusecs 104.78 / 3700.8296 107.000 /3779.24 107.29 /3789.4828

7 Free Board 1.5 M /4.9213 Ft 1.5 M / 4.9213 Ft 1.5 M / 4.9213 Ft8 Bed Width 32.61 M /106.9882 Ft 28.65 M /93.9961 Ft 27.43 M /89.9934 Ft9 Full Supply Depth ( F.S.D ) 3.4512 M /11.3228 Ft 3.4866 M /11.4390 Ft 3.483 M /11.4272 Ft

10 Top Bund Level ( T.B.L ) Canal BankLevel 283.123 M /928.881 Ft 284.565 M /933.6122 Ft 286.62 M /940.3544 Ft

11 Full Supply Level ( F.S.L ) 282.223 M /925.9285 Ft 283.665 M /930.6595 Ft 285.12 M /935.4331 Ft12 Canal Bed Level ( C.B.L ) 278.772 M /914.6063 Ft 280.178 M /919.2192 Ft 281.637 M /924.0059 Ft

Details of Motors, Pumps & Hydraulic Particulars of Mechanical Package - 2 ( PS - 0 @ Muchumarri Village)S.No Description Details1 No of Vertical Turbine ( VT ) Pumps 122 No of Motors,HT-High Tension/LT-Low Tension 12 ( HT )3 Capacity of each Motor ( Units in Mega Watts ) 3.74 Total Power Required ( Units in Mega Watts ) 425 No of delivery pipes 126 Discharge of each VT (Vertical Turbine) pump Units in Cumecs / Cusecs 9.083 / 320.817 Total Discharge Units in Cumecs / Cusecs 12x9.083=108 / 3850

8 Height of Lift Static Head / Dynamic Head 28.933 M / 94.9245 Ft 30.3 M / 99.4095 Ft

9 Diameter of delivery pipe 3 M / 9.84252 Ft10 Motor Floor Level 274.55 M / 900.755 Ft11 Delivery Level 272.35 M / 893.53 Ft12 Pump Floor Level ( P.F.L ) 270.55 M / 887.6313 Ft13 Minimum Draw Water Level 243.417 M / 798.6122 Ft14 Sump Floor Level (S.F.L ) 236.59 M / 776.2139 Ft



DETAILS AT INTAKE ie., Details of Approach channel at Forebay endS.No Description Details1 Minimum Water Level in sump reqd 243.417 M / 798.6122 Ft2 Intake level in reservoir ie., start of approach channel 240 M / 787.4016 Ft3 Level at end of approach channel 238.966 M / 784.0092 Ft4 Sump Bed Level in pump House 236.64 M / 776.3779 Ft

DETIALS AT OFFTAKE ie., Details of Link channel near Delivery cisternS.No Description Details1 Bed Width 9.4 M / 30.8398 Ft2 FSD 4.7 M /15.4199 Ft3 Canal Bed Level at start 265.05 M / 869.5866 Ft4 FSL at start 269.75 M / 885.0065 FtK.C.Canal Lift Irrigation Scheme [ Lift Particulars, Hydraulic Particulars of K.C.Canal ]

Details of Motors, Pumps & Hydraulic Particulars

S.No Description Main Pump House PS - 0 (NearMuchumarri Village)

Sub Pump House at Km 58.665(Near Allur Village)

Sub Pump House at Km 39.325 (NearPadidempadu Village)

1 No of Pumps &Motors 4 2 2

2 Capacity of eachHTMotor (MW ) 4 - -

3 Total PowerRequired (MW ) 14.97 0.35 0.35

4 No of delivery pipes 2 2 2

5 Discharge of eachVT pump 7 Cumecs /247.24 Cusecs 2.75 Cumecs /97.1 Cusecs 2.75 Cumecs /97.1 Cusecs

6 Total Discharge 28 Cumecs /988.96 Cusecs 5.5 Cumecs /194.26 Cusecs 5.5 Cumecs /194.26 Cusecs7 Height of Lift 37 M /121.3911 Ft 5 M /16.4042 Ft 5 M /16.4042 Ft

8 Diameter of deliverypipe 3 M /9.8425 Ft 1.1 M /3.6089 Ft 1.1 M /3.6089 Ft

9 Delivery Level 282.223 M /925.9285 Ft M /Ft 287.157 M /942.1162 Ft

10 Pump Floor Level (P.F.L ) 270.55 M /887.6313 Ft 284.562 M /933.6024 Ft 286.02 M /938.3859 Ft

11 Minimum DrawWater Level 243.417 M /798.6122 Ft M /Ft 282.606 M /927.1851 Ft

12 Sump Floor Level(S.F.L ) 236.59 M /776.2139 Ft 277.90 M /911.7454 Ft 279.356 M /916.5223 Ft

RAJOLI AND JOLADARASI RESERVOIRS:-



Preamble

The Kundu river, which is considered to be the third largest river in this region, carries nearly 1,90,000 cusecs of dischargeduring flood season. During flood season every year, this river is creating havoc inundating numerous villages enroute. This has becomea regular phenomenon during rainy season every year.

To avoid this damage, to be useful as flood control and to supplement the KC Canal ayacut of 84,686 acres downstream inreach IV and V of KC Canal, two reservoirs were proposed across Kundu River near Joladaraasi (v) near Koilakuntla in Kurnool Distand near Rajoli in Kadapa Dist with a storage capacity of 0.80 TMC and 2.95 TMC respectively.

The Government has accorded administrative approval for the same vide G.O.M.s No: 244 dated 23.12.2008 for Rs.407.06Crores

Rajoli Reservoir Vs Proddatur water supply Scheme:

: During the period of sanctioning the administrative approval to the avove reservoirs , the Chief Engineer, Minor Irrigationproposed a diversion scheme on Kundu river named as "Proddatur water supply Scheme" just upstream side of above Rajoli reservoirfor supplying drinking water to Proddutur town, which is causing conflict between the above two schemes on Kundu river. ThePrincipal Secretary conducted a meeting on 8-4-2011 and called for information from the Chief Engineer, Minor Irrigation and ChiefEngineer (Projects), Irrigation, Kurnool and the issue is under finalization at Government.

As discussed in the meeting on 25-01-2011 the Chief Engineer, Minor Irrigation and Chief Engineer(P), Kurnool in CentralDesigns Organization, it is proposed to construct the Rajoli Reservoir at the location 75 meters u/s of the existing Rajoli anicut and toprovide a sluice in the reservoir for supplying water to "Proddatur water supply Scheme" and to modify the drinking waters schemeaccordingly to the draw water from Rajoli Reservoir. The same was informed to Chief Engineer (Minor) to take suitable action in thisregard.

In view of the above, there is delay in the taking up of the Joladaraasi and Rajoli Reservoirs

Estimates for Revised Administrative Approval:

The Civil drawings for estimate purpose were approved by the Chief Engineer, Central Designs Organisation, Hyderabadfor both Joladaraasi and Rajoli Reservoirs. Based on drawings and tentative mechanical drawings furnished by the private consultants,recast estimate was prepared with SSR 2010-11 and the cost of both reservoirs works out to Rs.533.47 Crores and the same was



submitted to Govt. for revised Administrative Approval. Out of which, the cost of Rajoli reservoir is Rs.337.399 crores and that ofJoladarasi reservoir is Rs.196.08 crores.

Salient features

1 Length of Right side bund : 3.23.Km2 Length of Left side bund : 6.97.Km3 Length of Spillway (Gated) : 260m.4 Storage capacity : 0.80 TMC5 Land acquisition involved : 1992 Acres.6 No of proposed villages likely to be submerged : 1 No

The process of preparation of LP schedules for Joladarasi Reservoir is under process.

Rajoli Reservoir:

1 Length of Right side bund : 7.21 .Km2 Length of Left side bund : 7.60.Km3 Catchment area at proposed site : 2020 Sq.milies4 Max flood discharge : 4842.19 cumecs5 Storage capacity : 2.95 TMC6 Length of Spillway (Gated) : 269m.7 Land Acquisition : 9938 Acres8 No.of proposed villages likely to be submerged : 6 Nos9 No.of villages likely to be protected : 3 Nos

The Superintending Engineer submitted an estimate for preparation of LP Schedules for Rajoli Reservoir for Rs.57.00 Lakhs which isunder process.

II.) FORMATION OF RESERVOIR NEAR GUNDREVULA OF C.BELAGAL MANDAL To Stabilize the ayacut of K.C Canal and to Provide Drinkingwater to 275 Villages WITH A STORAGE CAPACITY OF 15-20 TMC ACROSS THE RIVER TUNGABHADRA.

Preamble

The Bachavatt Commission has allocated 39.90 TMC as river flows to K.C Canal. In that 8.00TMC Water was provided toSRBC dully modernizing the KC Canal system.Remaining 31.00 TMC ,10.00 TMC of water from T. B. Dam river assistance andremaining 21.90 TMC was from river flows.By allocating river flows the Bachavatt commission Commission has suggested to constructreservoirs for 75% dependability of water and also emphasized to construct to carry over reservoirs at the head reach of the project.Accordingly Gundrevula reservoir was proposed.The Government has given administrative approval for Rs.54.95 lakhs for preparationof DPR by conducting survey and investigation work of formation of a reservoir across the river Tungabhadra on the U/s side ofSunkesula barrage with a storage capacity of 15-20 TMC vide GO Ms No. 100 I&CAD Dept Dt 01-11-2013. The work was entrusted toM/s ARVEE Associates, Hyderabad by inviting tenders. The work is under progress. Almost 95% of the work is completed. Due towater flows in the river, Survey work progress was effected. Thus the work of drilling of bore holes which is to be done on both left andright side banks of the river portion for foundation designs was held up. Reports were received from Irrigation field staff that theRevenue authorities and Villagers of Telangana State are objecting for completing the balance survey work.

The work is taken up in the combined State (i.e. AP and Telangana) and in order to complete the above work in full shapeand to submit the DPR, the remaining work of drilling bore holes is very much essential. The Project is very useful for both the A.P. andTelangana States and without Joint participation for construction of reservoir is essential.

The submergence of areas and villages in Andhra Pradesh and Telangana states are as follows:

Storage(TMC)

Area to be Submerged (in Hactares) Villages to be Submerged (nos)Kurnool(R/S)

Mahabubnagar(L/S)

RiverPortion Total Full Partial Total

20.15 4464 2371 2525 9360 R/s: 7nos. L/s: 3nos.

R/s: 4 nos.L/s:2nos.

R/s: 11nos.L/s:5nos.

Villages under Full Submergence:



Kurnool Dist: Sangala, Kotha Sangala, Timmanadoddi, Chintamanapalli, Rayachoti, Gurazala, Nagaladinne.

Mahabubnagar Dist: Pedda Dhanvada, Veni Somapuram, Kesawaram

Villages under Partial Submergence:

Kurnool Dist: Cheruvupalli, Chamalaguduru, Peddakottala, Johrapuram

Mahabubnagar Dist: Kutukunuru, Kisannagar.

will give This project full assurance to the ayacut of KC canal of 2,65,628 acres in Kurnool and Kadapa districts in Khariffand Rabi seasons and also Fulfill the Drinking needs of Kurnool city and adjoining villages all along KC Canal.

III)PROPOSED LIFT IRRIGATION SCHEME FOR SUPPLEMENTATION OF 0.96 TMC OF WATER TO SANJEEVAIAH SAGAR (GAJULADINNEPROJECT) THROUGH LIFT IRRIGATION SCHEME ON T.B. RIVER NEAR GURUZALA (V), NANDAVARAM (M) OF KURNOOL (Dt).

Preamble

The Gajuladinne Project subsequently renamed as Sanjeevaiah Sagar, is a Medium Irrigation Project constructed acrossHundri River, a tributary to Tungabhadra River in Krishna Basin near Gajuladinne village in Gonegandla Mandal of Kurnool District.The Hundri River takes its origin in Pathikonda hills and travels 130 Km before it joins Tungabhadra. The flow in the river is dry exceptfor five months during monsoon. The water allocated for the reservoir as per KWDT award is 56.62 Cum (1.99TMC).The Project iscompleted for providing irrigation facility to an ayacut of 32,000 acres (12,875 Ha) for I.D., but localized for 24,372 acres I D withKharif Protection in the years of drought. The project serves 21 villages in four mandals of Kurnool District Viz. Gonegandla mandal (9villages), Kodumur mandal (5 villages), Krishnagiri mandal (6 villages) and Devanakonda mandal (one village).The original proposalsof the project were cleared by CWC in letter No.10 (1)/21/66 I & P dated 14.12.1966.

There is no other suitable site on river Handri for construction of another reservoir. The capacity was made as large aspossible to utilize the water potential in full. The construction work was commenced in the month of Feb-1970 and completed in themonth of Mar-1978.

Out of the total contemplated ayacut of 24,372 acres, the maximum development of ayacut under the above project is17,200 acres only during 1996-97 and there is a wide variation in the Irrigation Potential created and Potential utilized due to less flowsin to the reservoir than average proposed inflow, evaporation & seepage losses and due to silting of reservoir.

HYDROGRAPHIC SURVEYS

The APERL, Hyderabad have conducted the Hydrographic Surveys of Gajuladinne Reservoir during Feb-2010 and gavetheir analysis as follows:

ANALYSIS OF DATA

The Original capacity at FRL +377.00 M in 1978 as reported to be 127.43107M.Cum. The present capacity at this elevationis worked out to be 100.1927 M.Cum in Feb 2010. Thus the loss in capacity comes to 27.2383 M.Cum. The percentage of loss ascompared to the original capacity comes to 21.374%. The annual loss comes to 0.8511 M.Cum which works out to 0.66% with referenceto the original capacity.

The loss in capacity is further analyzed as follows.

Original Capacity above Sill+367.20 : 121.201 M.CumPresent Capacity above Sill +367.20 (Feb-2010) : 100.1927 M.CumPercentage loss : 17.33%Loss in live capacity : 21.0023 M.CumOriginal Capacity below Sill +367.20 : 6.230 M.CumPresent Capacity below Sill +367.00 : 0.00 M.CumLoss in in dead storage : 6.23 M.CumPercentage Loss (dead storage) : 100%

Considering the free catchment area 1274.00 Sq.Km the rate of deposition works out to up to Feb-2010 i.e. 6.68 Ha.M/100Sq.Km/year. Log Log graph was plotted for reservoir Depth V/s Capacity and according to Borland and Millon standard classification,the Gajuladinne project can be grouped under hill type.



From the surveys it is observed that the entire dead storage has been silted up. It is further observed that the rate ofsedimentation is on higher side i.e.6.68 Ha.M/100 Sq.Km / year. The Hydrographic surveys were conducted during Feb-2010, thecapacity of the Hydrographic Surveys at FRL +377 is worked out to 100.1927 M.Cum and loss in the capacity is worked out to 27.2383M.Cum. The annual loss in 32 years comes to 0.8511 M.Cum and the rate of siltation is 6.68 Ha.m/100 Sq.Km/Year. Now the totalstorage silted up is 27.23 M.Cum say 0.96 TMC.

PRESENT PROPOSAL

From the above reasons and to safeguard the interest of Ayacutdars of Gajuladinne project system, Hon'��ble MLASri.B.V.Jaya Nageswara Reddy, Yemmiganur Assembly Constituency, Govt of A.P requested the irrigation authorities for lifting of 0.96TMC of water from Tungabhadra River near Gurujala(V), Nandavaram (M), to Gajuladinne Project, as the storage capacity ofGajuladinne Project reservoir decreased by 0.96 TMC as per APERL report. Accordingly now the present L.I.Scheme proposed toutilize 0.96 TMC of water from T.B.River to serve the stabilization of Gap Ayacut 26,000 Acres.

LOCATION:

The Global Co-ordinates of the present Lift Point site are as follows:

S.I. Sheet : 57 E/13Longitude : 77° - 35' - 33"Latitude : 15° - 54' - 31"

The head works of the lift irrigation scheme site is situated about 0.50 Km D/S of Guruzala village in Nandavaram MandalKurnool district. The site can be approached from Kurnool town on R.oad (Kurnool - Mantralayam) with a distance of 55 Kms. Thenearest Railway Station is Kurnool Town and nearest Airport

IV.)LIFT IRRIGATION SCHEME ON HAGARI RIVER (VEDAVATHI) NEAR GULYAM VILLAGE OF HALAHARVI MANDAL

Preamble

Due to immeasurable drought in Western parts of Kurnool district, it is proposed to construct two reservoirs to store waterfrom Hagari river through lift irrigation near Gulyam Village to provide drinking needs to 10,74,000 population, cattle and providingirrigation facilities to nearly 80,000 acres new ayacut to prevent migration of poor people to other areas for their livelihood forapproving the above scheme by Government.

The details of availability of water in K-9 basin is worked out in three proposals for the proposed scheme for gettingHydrological clearance from Hydrology Department in the same manner water availability details are also work out to clear inter stateproblem and the cost of the scheme is worked out to Rs 630 Crores, the details of land acquisition , execution of works are also covered.An estimate is prepared for investigation and preparing the detailed estimate for the above scheme has been submitted for Rs. 4.1Crores.

Government in their letter No. ENC(I)/DCE-1/OTHLC/AEE8/HC/Vol.II/2014, dt. 01.03.2014 has informed that the affecton Lower Riparian Rights has not been discussed on Srisailam and below and also the allocated water has already been committed andexhausted longback.

In this connection, it is submitted that , the river Hagari (Vedavathi) comes under K-9 basin . Total yield of Hagari river is87.80 as per Krishna Godavari commission report.

Allocated water for Karnataka 38.07 TMC + A.P. 12.47 TMC ie., Total 50.54 TMC as per KWDT - 1.

The total yield of Hagari River is 87.80 TMC allocated water 50.54 TMC = 37.26 the above balance water is available inK9 Basin as to be provide Out of this left over water 8.0 TMC has to be got allocated to present Lift Scheme. To get allocation of waterthis scheme has to be investigated and DPR has to be prepared.To accord administrative approval for Investigation and DPR theC.E(P),Kurnool has submitted proposals for Rs.4.17Crores.The Hon,ble Chief Minister of Andhra Pradesh has assured

On 15/08/2014 on Independence Speeh at Kurnool.The same was also recommended by the District Collecter,Kurnool tothe C.M Office and Principal Secretary to the Government. The administrative proposal is awaited.

V) 4 TMC of water is allocated by the Brijesh Kumar Tribunal for Right Side Canal at RDS on TB River.

Preamble



It is a boom to Western parts of the Kurnool District. With this sheme new ayacut of about 40,000 acres can be developedand every year thousands of families are migrating to other places for livelihood which can be avoided. Department has requested theGovernment to permit preparation of DPR and Investigation Work. The Government has to instruct for the preparation of RDS RightSide Canal investigation and DPR preparation to the agencies.

VI).Check Dam across Tungabhadra River near Raghavendra Mutt of Kurnool Town:

Preamble

Govt. have Administratively Approved the work for Rs.6489.61 Lakhs vide G.O.Ms.No.56, dt.18-06-2013 and theTechnical Sanction was also given by the Superintending Engineer, Irrigation Circle, Kurnool for the Preliminary (Survey Investigation)work for Rs.29,27,000/- vide CR No.5/2013-14 dt.12-07-2013. The tenders were called for and the works was entrusted to Ideal Survey,Hyderabad and the preparation of DPR is under submission to department.

KURNOOL DISTRICT - MINOR IRRIGATION PROFILE.

Preamble

Minor Irrigation works Sector is divided into two divisions viz., 1. M.I.W Division (West), Kurnool and 2. M.I.W Division(East) , Nandyal , having Jurisdiction is covering 54 Mandals in 13 Assembly Constituencies with an ayacut of 62,301.43 Acres under157 Minor Irrigation sources, 479 Nos. of tanks (below 100 Acres of ayacut) handed over from Panchayat Raj Department to Minorworks Division, Nandyal & Kurnool having an ayacut of 17,925.23 acres.

General:-

58.60% of Kurnool District lies in Krishna basin and 41.40% in Pennar Basin. (1) Tungabhadra River which is a tributary toKrishna River (2) Hundri, a tributary to Tungabhadra (3) Kundu is a major tributary to River Penna.

Completed Schemes: - There are 634 No of Minor Irrigation sources in the District with a contemplated irrigation potentialof 80,226.66 Acres.

S.No Description No of Sources Ayacut in Acres1 Tanks of > 100 acres 155 62.301.432 Tanks of < 100 acres 479 17,925.23

Total 634 80,226.66

ARIKERA M.I TANK



HATHI BELGAL M.I TANK

KURAVALI M.I TANK

THIMMAPURAM M.I TANK



Contemplated Schemes (Minor)

Check Dam across Tungabhadra River near Raghavendra Mutt of Kurnool Town:

Govt. have Administratively Approved the work for Rs.6489.61 Lakhs vide G.O.Ms.No.56, dt.18-06-2013 and theTechnical Santiion was also given by the Superintending Engineer, Irrigation Circle, Kurnool for the Preliminary (Survey Investigation)work for Rs.29,27,000/- vide CR No.5/2013-14 dt.12-07-2013. The tenders were called for and the works was entrusted to Ideal Survey,Hyderabad and the preparation of DPR is under submission to department.

KURNOOL DISTRICT - MINOR IRRIGATION PROFILE.

Minor Irrigation works Sector is divided into two divisions viz., 1. M.I.W Division (West), Kurnool and 2. M.I.W Division(East) , Nandyal , having Jurisdiction is covering 54 Mandals in 13 Assembly Constituencies with an ayacut of 62,301.43 Acres under157 Minor Irrigation sources, 479 Nos. of tanks (below 100 Acres of ayacut) handed over from Panchayat Raj Department to Minorworks Division, Nandyal & Kurnool having an ayacut of 17,925.23 acres.

General:-

58.60% of Kurnool District lies in Krishna basin and 41.40% in Pennar Basin. (1) Tungabhadra River which is a tributary toKrishna River (2) Hundri, a tributary to Tungabhadra (3) Kundu is a major tributary to River Penna.

Completed Schemes: - There are 634 No of Minor Irrigation sources in the District with a contemplated irrigation potentialof 80,226.66 Acres.

M.I Division, NandyalSl No Mandal Name of the Tank Total Ayacut in acres

1

Bandi Atmakur

Brahmana cheruvu of Narayanapuram (V) 390.002 Kotha cheruvu of Narayanapuram (V) 189.453 Thummala cheruvu of Narayanapuram (V) 537.004 Chandanapu cheruvu of Santhajuturu (V) 484.485 Yerra cheruvu of PeddaDevelapuram (V) 359.006 Nemallakunta of G.C.Palem (V) 209.007 Kotha cheruvu of Lingapuram (V) 293.008 Patha cheruvu of Lingapuram (V) 333.009 Chinnacheruvu of Bandi Atmakur (V) 256.0010 Amudala cheruvu of Ramapuram (V) 269.0011 Prema cheruvu of Kadamala kalva (V) 232.0012 A.Koduru anicut of A.Koduru (V) 400.00

12 Nos. SubTotal: 3951.93



13 Mahanadi Intivani cheruvu of Thammadapalli (V) 133.0014 Mahanandi spring channel of Thimmapuram (V) 296.0015 Pollakunta cheruvu of Puttupallai (V) 126.0016 Pedda & Chinna tank of Basavapuram (V) 448.4117 Ankireddy tank of Gajulapalli (V) 567.0018 Byrappa tank of Gopavaram (V) 322.00


NandyalChinna cheruvu of Ayyaluru (V) 167.00

20 Pedda Cheruvu of Ayyaluru (V) 219.9121 Mitnala tank of Mitnaa (V) 210.00


Panyam

Urumundari Cheruvu of Panyam (V) 327.7523 Kondajuturu tank of Kondajuturu (V) 208.0824 Kollimagula reservoir of Panyam(V) 200.0025 Pedda cheruvu of Alamuru (V) 172.5926 Vadagandla tank of Chilakala (V) 127.3827 M.I.tank a/c Vathulavagu near Bhupanapadu(V) 450.19


Banaganapalli

Ramatheertham tank of Ramatheertham (V) 271.8129 Jwalapuram tank of Jwalapuram (V) 329.8730 Kypa tank of Kypa (V) 176.0031 Pasupula tank of Pasupula (V) 160.6232 Akkajamma tank of Cheruvupalli (V) 126.6233 Yanakandla tank of Yanakandla (V) 177.9134 Spring channel of I.Kothapalli (V) 300.0035 Maddiletiswamy spring channel of Rangapuram(V) 100.0036 Zurreru Project Reservoir, Banaganapalli (M) 1514.00


Owk

Kothavani cheruvu of Sangapatnam (V) 126.0038 Deekshthula tank of Kunukuntla (V) 156.4639 Hythakhan tank of Uppalapadu (V) 100.9840 Balikuntla kalva of Mettupalli (V) 135.9841 Vemulapadu tank of Vemulapadu (V) 100.9842 Bugganala kalva of Cherlopalli (V) 126.0043 Palaru Reservoir of Owk (V) 665.00


Kolimigundla

Thimmanayunipeta tank of Thimmanayunipeta (V) 722.0045 Big tank of Hanumanthagundam (V) 400.0046 Small tank of Hanumanthagundam(V) 300.0047 Dayyala cheruvu of Abdulla puram (V) 200.0048 Saddalavenganna tank Kolimigundla (V) 340.00


Sanjamala

Nossam big tank of Nossam (V) 161.0050 Ramabhadruni palli tank Ramabhadrunipalli (V) 750.3451 Muthyalavagu near Mukkamalla (V) 600.0052 Gondravagu near Kanala (V) 300.0053 Hotramandinne anicut of Hotramandinne (V) 173.2154 Akkampalli tank of Akkampalli (V) 200.00




55 Uyyalawada Rupanagudi tank of Rupanagudi (V) 241.0056 Thudumula dinne tank of Thudumuladinne (V) 100.00


GadivemulaMaddileru near Manchalakatta (V) 2066.70

58 Anicut a/c kundu near Gadigarevula (V) 625.002 Nos. SubTotal: 2691.70

59

Sirivella

Gangav aram tank of Gangavaram (V) 103.2860 Rangaraju cheruvu of Boyalakuntla (V) 956.0061 Nagula cheruvu of Sirivella (V) 232.0062 Isukapalli thuvva cheruvu of Chennuru (V) 126.00


AllagaddaThurupu cheruvu of Yadawada (V) 148.00

64 Bhavanasi & Utlavagu near Ahobilam (V) 4000.0065 Vakkileru anicut near Kotakandukuru (V) 2600.00


Rudravaram

Peddaraju cheruvu of Rudravaram (V) 269.3367 Rallavagu near Chandaluru (V) 210.0068 Chinnaraju cheruvu of Kondamayapalli (V) 287.0069 B.Nagireddypalli tank of Peruru (V) 282.0070 Kotha cheruvu of Chinnakambaluru (V) 198.0071 Katamma cheruvu of Chinnakambaluru (V) 156.0072 Peddacheruvu of Yellavathula (V) 104.0073 Rangareddy tank of Rudravaram (V) 100.0074 Kesavaraju cheruvu of Peddakambaluru (V) 114.0075 Machenenipalli Big tank of Yarragudidinne (V) 103.7876 Machenenipalli small tank of Yarragudidinne (V) 155.6777 Chintala tank of T.Lingamdinne (V) 148.0078 Venganam palli tank of Vengana palli (V) 100.0079 Cheelaboyala tank of Alamuru (V) 173.0080 Beeravolu tank of Beeravolu (V) 109.0081 Yerracheruvu of Mukundapuram (V) 170.00


Chagalamarri

Muthyalapadu tank of Muthyalapadu (V) 529.0083 Danthalavanipenta tank of Danthalavanipenta (V) 900.0084 Chintala cheruvu of Chinthala cheruvu (V) 200.0085 Bugganala spring channel of Chagalamarri (V) 101.00


Atmakur

Padmaraju vagu near Indireswaram (V) 854.9687 Machaveerappa tank of Indireswaram (V) 407.7188 Chinna & Pedda mallamma tank of Vadlaramapuram(V) 533.7989 Machaveerappa tank of Kurukunda (V) 899.4490 Karivena tank of Karivena (V) 200.1091 Asuvagu near Amalapuram (V) 107.9892 Gosaikatta tank of Bairluty (V) 190.00


Velugodu

Veerasamudram tank of Boyarevula (V) 119.5994 Ramasamudram tank of Velugodu (V) 539.6695 Edula tank of Velugodu (V) 115.3996 Chowtimallamma tank of Mothukuru (V) 418.09



Sl.No. Name of the P.C Name of Distributory Committee Name of WUA Ayacut in Acres1 KCC Project

1-Kurnool

1 -G.Singavaram 26372 2-Rudravaram 25393 3- Murava Konda 26704 4-Mucchumarri 25105 5-Bollavaram 25086 6-Pamulapadu 2472

TOTAL: 153367

2- Velpanur

7- Vempenta 32178 8-Maduru 29349 9- Vanala 402610 10- Korrapoluru 251611 17- Velpanur 2491

TOTAL: 1518412

3 - Velpanur

11- Velpanur 308813 12-Bhodanam 247514 13-Chindukur 338015 14-Koratamaddi 258016 15-Karimaddala 297717 16-Yerraguntla 3706

TOTAL: 1820618 4 -NANDYAL 18-Bandi Atmakur 268419 19-A Koduru 338520 20-Nandyal 248221 21-Noonepalle 292422 22-Chapirevula 319423 23-Mitnala 291724 24-Tellapuri 3986


Kothapalli

Bandivaripalem tank of Guvvalakuntla (V) 291.5798 Byrappa tank of Guvvalakuntla (V) 232.2799 Kanikala tank of Kothapalli (V) 593.00

100 Erla tank of Sivapuram (V) 140.84101 Mallamma tank of M.Lingapuram (V) 108.72102 Mondikatta tank (New) 192.74


Jupadu Bunglow

Parumanchal tank of Parumanchala (V) 1500.00104 Thangadancha tank of Thangadancha (V) 220.00105 Mandlem tank (New tank) 700.00106 Veerapuram tank of (New tank)Parumanchala (V) 110.00


MiduthuruKundu river near Jalakanuru (V) 2800.00

108 Pochavagu near Khajipeta (V) 229.80109 Talamudipi M.I Tank of Talamudipi (V) 297.00

3 Nos. SubTotal: 3326.80GRAND TOTAL 109 Nos. & Total Ayacut 44052.43

WUA DETAILS AND AYACUT UNDER EACH WUA:

WUA'S OFTBPLLC

WUA's ofSRBC



TOTAL: 2157225

5- SIRIVELLA

25-Kanala 295326 26-Deebaguntla-I 353127 27-Deebaguntla-II 294028 28-Sirivella 344629 29-Sirivella 398730 30-Kotapadu 3999

TOTAL: 2085631

KCC Project

6-Gospadu

31-Gospadu 325932 32-Gillella 368733 33-Gundupapala 293534 34-Revanur 254935 35-Kalugotla 2591

TOTAL: 1502136

7-ALLAGADDA

36-Yalluru 251237 37-Bathaluru 398538 38-Nallagatla 385639 39-Govindinne 303040 40- Gumparamanudinne 371841 41-Chakirajuvemula 394142 42-Harivaram 376443 43-Uyyalavada 3033

TOTAL: 2783944

8- Allagadda

44-Dornipadu 341845 45-Kondapuram 335046 46-Ramachandrapuram 330347 47-P.Chintakunta 307948 48-Devarayapalam 366849 49-Pedda Yemmanur 294850 50-Pathakandukur 354551 51-Kotta Kandukur 3890

TOTAL: 27201KURNOOL DIST. TOTAL 148351

52

9-Peddamudiyum

52-Pedda yemmanur 319453 53-Pedda Bodanam 335054 54-Peddamudiyum 340055 55-Jangalapalli 385956 56-Jangalapalli 356157 57-Uppaluru 306658 58-Mallevemula 3987

TOTAL: 2441759 KCC Project

10-DUVVUR

59-Yedamadaka 357360 60-Duvvur 361761 61-Machanapalli 281262 62-Annapusathrupalli 260163 63-Maddur 273364 64-Chiyyapadu 2538

TOTAL: 1787465 11-PRODDUTUR 65-Tangutur 2975



Sl.No

ProjectCommittee

DistributoryCommittee Name of the WUA Localised Ayacut

(Khariff)Localised Ayacut

(Rabi)Total

Ayacut

1

ProjectCommittee - 1

DC-1

WUA 1 - J.Hosalli 1509.97 2556.98 4066.95WUA 2 - Balluru 169.39 1565.17 1734.56

WUA 3 - Holagunda-1 379.96 1206.99 1586.95

WUA 4 - Holagunda-2 397.15 835.12 1232.27

WUA 5 - Gajjehalli 416.57 1182.3 1598.87WUA 6 -

Peddaharivanam 879.65 1794.214 2673.864

WUA 7 -Santhekudur 1064 1885.87 2949.87

WUA 8 - Rouduru 1303.31 2407.67 3710.98

2 DC-2

WUA 9 - Badinehalu 527.14 1797.56 2324.7WUA 10 -

Kowthalam -1 945.09 2603.28 3548.37

WUA 11 -Kowthalam -2 323.16 979.5 1302.66

WUA 12 - Sulekeri 1200.16 3297.42 4497.58WUA 13 -

Kumbalnuru 686.26 1584.59 2270.85

WUA 14 - Halvi 1042.19 2794.34 3836.533 DC-3 WUA 15 - 714.83 1815.18 2530.01

66 66-Korrapadu 284667 67-Maddur 270068 68-Upparapalli 334569 69-Anantapuram 293170 70-Anantapuram 3655

TOTAL: 1845271

12-MYDUKUR

71-Somapuram 282872 72-Bhumayapalli 289773 73-Thavaripalli 352474 74-Alladupalli 330075 75-Midthur 322976 76-Eturu 2882

TOTAL: 1866077

13 -MYDUKUR

77-Mydukur 268078 78-Sivapuram 252379 79- K.Sunkesula 385080 80-Pathur 255481 81-Chinnamukkapalli 3964

TOTAL: 1557182

14 -KADAPA

82-Chennur 269583 83-Chinnamachupalli 260984 84-Alakhanpalli 274685 85-Kadapa 214586 86-Pathakadapa 2657

TOTAL: 12852KADAPA DIST. TOTAL 107826

GRAND TOTAL: 256177



KamandoddiWUA 16 - Sathanur 782.82 1538.33 2321.15

WUA 17 -Jampapuram 1095.06 2572.1 3667.16

WUA 18 -Madhavaram 552.94 1926.8 2479.74

WUA 19 -Ratchumarri 693.08 1077.18 1770.26

4 DC-4

WUA 20 -Peddakadubur -1 393.47 765.58 1159.05

WUA 21 -Peddakadubur -2 368.76 816.45 1185.21

WUA 22 -Kambaladinne 279.62 829.44 1109.06

WUA 23 -Chinnathumbala 1003.52 1132.7 2136.22

WUA 24 - Malapalli 310.14 551.72 861.86WUA 25 - Budur 247.76 659.52 907.28

5 DC-5

WUA 26 -H.Muruvani 964.05 2235.61 3199.66

WUA 29 -Chetnehalli 758.32 1868.45 2626.77

WUA 27 - Halaharvi 404.41 1062.06 1466.47WUA 28 -

Nandavaram 437.46 1177.64 1615.1

WUA 30 -Nadikairawadi 1033.42 2331.41 3364.83

6 DC-6

WUA 31 -Nandavaram 881.45 1776.4 2657.85

WUA 32 -Kanakaveedu 795.7 2070.3 2866

WUA 33 - Gurajala 718.02 2191.53 2909.55WUA 34 -

Yemmiganur 1015.96 429.55 1445.51

WUA 35 - Kalugotla 602.72 1414.54 2017.26

7 DC-7

WUA 37 -Mittasomapuram 681.15 2198.02 2879.17

WUA 36 - Kalugotla 618.53 1900.25 2518.78WUA 38 - Parlapalli 378.03 1144.72 1522.75

WUA 39 -Gonengandla 304.23 991.84 1296.07

WUA 40 - Alawala 1063.04 2806.32 3869.36WUA 41 -

Peddanelatur 711.94 2078.49 2790.43

WUA 42 - C.Belagal 1064.57 1684.87 2749.44

8 DC-8

WUA 47 -Brahmanadoddi 1403.24 2980.55 4383.79

WUA 43 -Pulakurthi 1061.14 3216.98 4278.12

WUA 45 - Gorantla 859.1 1559.93 2419.03WUA 46 - Laddagiri 610.29 1993.54 2603.83

WUA 44 - Gudur 1021.73 1865.82 2887.559 DC-9 WUA 48 - Polakal 502.05 1803.41 2305.46

WUA 49 - 747.89 2193.6 2941.49



KondapuramWUA 50 - R.Khanapuram 1336.08 3982.27 5318.35

WUA 52 - G.Singavaram 674.06 1191.81 1865.87

WUA 53 -Munnugalapadu 715.41 2454.29 3169.7

10 DC-10

WUA 54 -Pyalakurthi 887.15 1769.48 2656.63

WUA 55 -K.Nagalapuram 1075.16 3255.64 4330.8

WUA 51 - Remata 982.97 2801.16 3784.13WUA 57 - Ulchala 762.85 1580.63 2343.48

WUA 56 - Parla 645.33 2608.64 3253.97WUA 58 -Peddapadu 515.55 2819.25 3334.8

Grand Total 43519 107615 151134

STATEMENT SHOWING WUA DETAILS AND AYACUT UNDER EACH WUASlNo Name of the Division Name of WUA &

No.Name of D.C. &

No.Contemplated area under irrigation in

Acres

1 SRBC Division No.2-2Banaganapalli WUA No.21 D.C.No.4 2322.41

















17 SRBC Division No.2-2 WUA No.37 D.C.No.6 5805.33



Sl. No Project Committee Name of the WUA Localised Ayacut1

Project Committee-1

WUA 1 - H. Khairavadi 1955.792 WUA 2 - Kodumur 1797.563 WUA 3 - Ontedudinne 2293.124 WUA 4 - Thippanur 1794.765 WUA 5 - S.Lingamdinne 2022.706 WUA 6 - Kurnur 2503.717 WUA 7 - Mudumalagurthy 2302.148 WUA 8 - Pothugallu 1916.049 WUA 9 - Mannemkunta 1925.1710 WUA 10 - Gorantla 2111.0011 WUA 11 - Yerragudi 2395.4712 WUA 12 - Thogarachedu 2417.63

Grand Total 25435.09

Banaganapalli

18 SRBC Division No.2-2Banaganapalli WUA No.38&39 D.C.No.7 4496.58





23 SRBC Division No.2-4Koilakuntla WUA No.44 D.C.No.8 3203.39






Total 97486.85

GDP

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