IRRIGATION PROFILE OF SPSR NELLORE
DISTRICT
INTRODUCTION
The
Population of the District is 29.66 lakhs (Census 2011). The main
rivers, which flow in the District, are Pennar and Swarnamukhi. Other
streams that are occasional and torrential in character are
Kandaleru, Boggeru, Beeraperu, Royyalakalva, Tsallakalva,
Mamidikalva, Chippaleru and Kalangi etc., All these rivers and
rivulets will bedry for major part of the year and carry heavy flash
floods during rainy season. The Pennar river is the most important
river and it is a boon to the eastern half of the mandals in SPSR Nellore
and Kavali Revenue Divisions.
Classification of geographical area |
Area in acres |
Percentage of total geographical area |
Total geographical area |
32,65,000 |
100 |
Forest area |
6,56,967 |
20.09% |
Cultivable area |
7,39,335 |
22.61% |
Barren and Unculturable land |
3,45,397 |
10.56% |
Land put to Non- Agriculturable use |
6,46,582 |
19.77% |
Sown area |
9,24,725 |
28.28% |
Irrigated area |
5,65,585 |
17.27% |
Normal Average Rainfall |
1372mm |
--- |
Population(in lakhs) |
--- |
26.69% |
Literacy(in lakhs) |
--- |
15.23% |
Details Of Irrigation Projects
S.No |
Projects |
Ayacut in Acres |
A |
Completed Projects |
|
I |
Major Irrigation Projects |
|
a) |
Pennar Delta |
|
i. |
Sangam Barrage Cum Bridge |
1,50,000 |
ii. |
Nellore Barrage Cum Bridge |
97,000 |
|
Total |
2,47,000 |
II |
Medium Irrigation Projects |
|
a) |
P.C.R Project(Gandipalm) |
16,000 |
b) |
Swarnamukhi Barrage |
9,022 |
c) |
Kanupur Canal System |
18,862 Wet Stabilization |
|
|
44,000 ID to be created |
|
Total |
87,884 |
B |
Ongoing Projects |
|
I |
Major Irrigation |
|
a) |
Somasila project |
82,500 acres (stabilization) and 1,35,000
acres (New I.D) ayacut |
b) |
NTR Telugu Ganga Project |
2,21,810 acres. I.D and 41,470 acres wet
stabilization |
c) |
SSL Canal |
78,300 acres wet stabilization and 14,000
acres |
|
Total |
5,73,080 |
III |
Minor Irrigation |
Nil |
COMPLETED MAJOR IRRIGATION PROJECTS
1. Pennar Delta
Preamble
The
Pennar river Canal system was established during the British Regime.
The Pennar Delta system comprises of two systems viz., SangamAnicut
system and SPSR Nellore Anicut system. Trough the two systems are
distinctly separated by the River Pennar, the entire system is to be
reconed as one, since the supplies to the both the systems are from
Pennar River only. The network of Pennar River canal system are
compact and studded with subsidiary tanks. Prior to the construction
of the two Anicut, these tanks were filled through open channels
from the river during the floods. Principal storage reservoirs are
Kanigiri Reservoir and Nellore tank in Sangam Anicut system and
Survepalli Reservoir in Nellore Anicut system. Besides these
reservoirs, there are several tanks in both the systems. The total
ayacut contemplated under Pennar Delta is 1,75,000 Acres and the
extent of ayacut developed is 2,47,000 Acres. The modernization of
Pennar Delta system was taken up under "Jalayagnam Programme" by
theGovernment of Andhra Pradesh and the same is in progress.
Salient Feature
IP Created |
: |
2,47,000 Acres |
Components of Project |
: |
1. Sangam Anicut and its Canal System 2. Nellore Anicut
and its Canal System 3. Kanigiri Reservoir 4. Survepalli
Reservoir |
Mandals Benefitted |
: |
pennar delta |
I. Sangam Delta |
: |
1. Sangam, 2. Buchi, 3. Dagadarthi, 4.Kodavalur, 5.
Vidavalu, 6. Kovur, 7. Allur and 8. Bogole |
II. Nellore Delta |
: |
1. Indukurpet, 2. T.P. Gudur, 3. Muthukur, 4.
Venkatachalam, 5. SPSR Nellore Rural. |
Water Allocation |
: |
Pennar Delta |
Khariff |
: |
19.785 TMC (From Somasila Reservoir) |
Rabi |
: |
16.330 TMC (From Somasila Reservoir) |
Cropping Pattern |
: |
Khariff Wet (Paddy) |
|
|
Rabi Wet (Paddy) |
Population Benefited |
: |
161 Villages & 13 Mandals |
Budget for the Year 2015-16 |
: |
Plan 11.0000 Crs. |
i. Sangam Barrage Cum Bridge
Preamble
Sangam
anicut was constructed across Penna river during 1882-1886
contemplating to supply water to SPSR Nellore tank supply channel and
Kanupur canal on right side and Duvvur canal, Kanigiri main canal
and Kavali canal on left side. This anicut is the life line for the
irrigation of about 3.85 lakh acres now being irrigated. The
following are the details of ayacut fed with the water from Somasila
reservoir.
1) |
Penna delta |
: |
2.47 lakh acres |
2) |
Kanupur canal |
: |
0.63 lakh acres |
3) |
Kavali canal |
: |
0.75 lakh acres |
|
Total |
: |
3.85 lakh acres |
Sangam
anicut was constructed across Penna River during 1882-1886
During
course of time thousands of acres of additlonal ayacut was brought
into cultivation. It has became a regular practice to increase the
water level by 0.90 mtrs., above crest level of Sangam anicut by
providing sand bags of 1.20 mtrs., height over the crest for the
entire length for providing commandability to the existing ayacut
under Kanupur and Kavali Canals. This practice of placing the sand
bags over the crest of anicut is resulting in recurring cost in
lakhs of rupees for Government every year. Unless the anicut is
replaced by a new one, the anicut is likely to prone for breaching
due to over age (crossed 100 years).
Salient Feature
Catchment area |
: |
50,122 sq.km. |
Maximum flood discharge |
: |
21240 cumecs |
Flood discharge |
: |
1382 cumecs |
F.R.L.(pond level) |
: |
+ 35,000 meters |
U/S maximum water level 21240 cumecs |
: |
+39.460 meters |
U/S MWL For 13182 cumecs |
: |
+ 37.461 meters |
Crest level of barrage |
: |
+ 32.200 meters |
Crest level of scour sluice |
: |
+ 31.200 meters |
Up streem side floor level |
: |
+ 31.000 meters |
Down streem side cistern level |
: |
+ 28.970 meters |
No and size of vents (Barrage) |
: |
54 Nos. of 12.00 MtrsX2.80 Mtrs |
No and size of vents (Scour Sluice) |
: |
6 Nos.(3+3) of 12.00 MtrsX 3.80 Mtrs |
Thickness of intermediate pier (Barrage) |
: |
2.00 Mts.(under hoist bridge) |
Thickness of Intermediate Pier (Barrage) |
: |
1.20 Mts.(under road bridge) |
Type of gates |
: |
Vertical Lift |
Length of barrage |
: |
846 meters |
Pounding capacity |
: |
0.450 TMC |
Flood bank left side |
: |
4.00 kms |
Flood bank right side |
: |
3.00 kms |
Bund level U/S (afflux) |
: |
+ 40.960 Mtrs |
TBL D/S.guide bund |
: |
+ 38.250 meters |
Hoist plat form level |
: |
+ 43.500 meters |
Road Level |
: |
+ 40.960 meters |
Irrigation Potential : |
|
|
No. of mandals covered |
: |
5 Nos |
No. of villages covered |
: |
72 Nos |
Ayacut |
: |
1,50,000 acres |
ii. Nellore Barrage Cum Bridge
Preamble
The
Penna river canal system consists of the Nellore Anicut system and
the Nellore tank, together with the Sangam anicut system. The oldest
reservoir under the Penna is the Nellore tank which originally
received its water by a channal taken off from the river in the
neighbourhood of Mulumudi and which also acted as a catch channal to
receive the water of the Ludums which raise near Aiyagaripalli,
Podalakur etc., In 1854-55 the Madras Governement constructed the
anicut at SPSR Nellore across the river to secure certain supply of water
for all the tanks in the Southern delta and also sanctioned
improvements to the Nellore tank. After few failures the present
structure was designed by the famous Engineer Sir Arthur Cotton and
was completed in 1862-63 and has stood admirably. The crest of the
anicut is 9.61 feet above the bed of the river and 42.55 feet above
the sea level and its length is 2,040 feet. In place of it the new
structure is proposed and the salient features of the proposed
structrure are as follows.
Salient Feature:
Name of river |
: |
Penna |
Location |
: |
Nellore town, SPSR Nellore district |
Catchment area |
: |
51,800 sq.kms |
Length of barrage in between abutments |
: |
610 meters |
Reservoir Capacity |
: |
263.60 TMC |
M.W.L. for 30865 cumecs (designed) |
: |
+21.700 M. for 10.90 lakh cusecs |
Crest level of spillway |
: |
+11.300 M |
Crest level of scour sluices |
: |
+10.000 M |
Pond level (F.R.L.) |
: |
+14. 300 M |
Spillway gates |
: |
43nos. of size 10.00 x 3.00 meters |
Scour vents |
: |
8nos. of size 10.00 x 4.30 meters |
Floor levels: U/S barrage bay / U/S scour bay |
: |
+11.300 M./ +10.000 M |
apron levels: D/S barrage bay / D/S scour bay |
: |
+5.200 M./ +3.900 M |
Head Regulator on R/S |
: |
one on R/S |
BRIDGE: |
|
|
Road level |
: |
+22.000 M |
Width of carriage way |
: |
7.50 meters |
HEAD REGULATOR TO MAIN CANAL: |
|
|
Sill level |
: |
+10.550 M |
Discharge |
: |
77.40 cumecs |
No. and size of vents |
: |
6 nos. of 3.00x2.37meters |
Canal section |
: |
22.90x3.00 meters |
Irrigation potential : |
: |
|
No. of villages benefited |
: |
72 villages |
Ayacut |
: |
97,000 acres |
COMPLETED MEDIUM IRRIGATION
PROJECTS
1. P.C.R Project (Gandipalem)
Preamble
Gandipalem
Project is a reservoir Project constructed on Pillaperu, a tributary
to river manner near Gandipalem of Udayagiri Mandal in S.P.S.R
Nellore District and is located at 16 km North-West of Udayagiri
with command area in Udayagiri and VarikuntapaduMandals in S.P.S.R
Nellore District and sub-mergence in Udayagirimandal.
The
Construction work on the project was commenced during the year 1975
and completed in 1981 at a cost of Rs.6.56 Crores. It was
contemplated to irrigate an ayacut of 16,000 Acres.
Salient Feature
Catchment Area |
: |
188 Sq. miles or 487 Km2 |
Capacity of Tank at FRL |
: |
1.88 TMC |
Water spread area at FRL OF reservoir |
: |
9.25 Sq. Miles or 23.95 Sq. Km |
FRL |
: |
+147.82 M |
MWL |
: |
+ 148.62 M |
TBL |
: |
+ 151.20 M |
Maximum Flood discharge |
: |
58500c/s |
Length of Ogee Spillway |
: |
60 M |
Length of Bund |
: |
388 M |
Top width of Earthen Bund |
: |
6 M |
No. of Gates |
: |
4 Nos. (Radial) |
Registered Ayacut |
: |
16000 acres |
Left Canal |
: |
11000 Acres |
Right Canal |
: |
5000 Acres |
Administrative Amount |
: |
Rs.2808 Lakhs dt.29.01.2009 |
Agreement Amount |
: |
Rs.2434 Lakhs dt.26.03.2010 |
Present Stage of work |
: |
Earthwork excavation for distributaries and repairs to
structures are in progress |
Bottlenecks |
: |
Slow Progress of work.Reconstruction of structures are to
be taken up. |
Mandals Benefited |
: |
Varikuntapaud & Udayagiri |
Cropping Pattern |
: |
Rabi (Wet) |
Population Benefited |
: |
17 Villages & 2 Mandals |
Budget for the Year 2015-16 |
: |
Plan-0.8903 Crs. |
2. Swarnamukhi barrage
Preamble
Construction
of Barrage-cum-Bridge across Swarnamukhi River was taken up in 2005
under Jalayagnam Programme and completed in May 2008. Irrigation
Potential Created Under this Project is 9022 Acres in Two Mandals.
Due to Completion of the Barrage Cum Bridge, the Transport facility
is improved between Kota and VakaduMandals.
Salient Feature
IP Created |
: |
9022 Acres |
Components of Project |
: |
1. Barrage, 2. Road Bridge, 3.Head Regulators & 4. Canals |
Mandals Benefited |
: |
Kota &Vakadu |
Water Allocation |
: |
1.150 TMC |
Cropping Pattern |
: |
Khariff (Wet) |
Population Benefited |
: |
30 Villages & 2 Mandals |
Budget for the Year 2015-16 |
: |
Plan 0.0873 Crs. |
3. Kanupur Canal System
Preamble
The
Kanupur Canal System was started in 1959. Kanupur canal scheme is a
medium irrigation projects. Which is designed to draw flood water
from Pennar River through head sluice located in the right side of
Sangam Anicut, to stabilize 17,000 acres of wet ayacut under 85 M.I
tanks in stage I and to create an irrigation potential of 44,000
Acres of ID under stage II.Against the ayacut contemplated under
stage I.
Salient Feature
IP Created |
: |
18,865 wet stabilization(Stage-I) 44,000 ID to be created
(Stage-II) |
Components of Project |
: |
1. Head Sluice at Sangam Anicut across River Pennar 2.
Kanupur Main Canal-Canal Feeds 13 Tanks. 3. Main Branch Channel-It
has 3 Sub Branch Channels I. Kommalapudi Branch Channel II.
Muddamudi Branch Channel III. Bandepalli Branch Channel 4.
Distributary System (I) Thikkavarappadu Branch Channel (a)
Bujabuja Nellore Branch Channel (b) Ambapuram Branch Channel (c)
Kantepalli Link Canal (d) Gurivindapudi Branch Channel |
Mandals Benefited |
: |
1. Podalakur, 2. Nellore Rural, 3.Venkatachalam & 4.
Manubolu |
Water Allocation |
: |
1.934 TMC for Ist phase 4.775 TMC for IInd phase |
Cropping Pattern |
: |
Khariff (Wet), Rabi (ID) |
Population Benefited |
: |
32 Villages & 4 Mandals |
Budget for the Year 2015-16 |
: |
Plan-3.0000 Crs. |
ONGOING MAJOR IRRIGATION PROJECTS
1. Somasila Project
Preamble
Somasila
Reservoir is constructed across River Pennar near Somasila, village
of Ananthasagaram Mandal in SPSR Nellore District of Andhra Pradesh.
The
Project envisages storage of 78.00TMC of water at F.R.L. +100.58M.
The contemplated ayacut under the project is 5, 84,500 acres in SPSR
Nellore and Prakasam Districts. Out of which stabilization of wet
ayacut under Pennar Delta Kanupur canal system and existing tanks in
up lands is 4,05,500acres and new I.D.is1, 79,000 acres. Out of the
above ayacut an extent of 82,500 acres stabilization and 1,35,000
new I.D is under Somasila Project canals viz., GKNC Canal (North
Feeder Channel ), south feeder channel and Kavali canal.The
allocation of water for the above ayacut is 60.892 TMC. It also
envisages to transmit 30.00 TMCof water to Kandaleru Reservoir under
Telugu Ganga Project for irrigating 3, 00,000 Acres of I.D. ayacut
in SPSR Nellore and Chittoor Districts besides 15.00 TMCof Krishna water
to Chennai city for drinking water purposes. In addition to the
above 2.40 TMC of water was allocated to SPSR Nellore, Kavali, Gudur and
Tirupathi towns for drinking water needs.
The
Andhra Pradesh State Electricity Board has sanctioned 2 x 5 M.W.
Mini HydelScheme for Power Generation at Somasila Dam, SPSR Nellore
District for captive utilization in G.O. M.S.No.180, dated
29.12.1994 in favour of M/s.Balaji Power Corporation Private
Limited. Further the Government in G.O.Ms.No.100 I&CAD. TGP-I(2)
Department, dated 9.7.1999 have issued no objection certificate to
hand over the scheme to the said firm for implementing the Power
Project. Accordingly the firm has executed the Mini Hydel Project
including civil, electrical and mechanical works and water is being
supplied to power house and project is commissioned in the year
during December 2005and it is enhanced to 2 X 6 MW i.e. 12 MW.
Approval accorded for an additional capacity of 11 MW and will come
into operation in due course.
Salient Feature
Location of Head works |
: |
|
Village |
: |
Somasila |
Mandal |
: |
Ananthasagaram |
District |
: |
SPSR Nellore (Foreshore area in Kadapa Dist.) |
River/Tributary |
: |
Pennar River |
Nearest City/ Town (including KMs.) |
: |
Nellore 90 KMs |
Name of the upper stream projects |
: |
Mylavaram Dam, Cheyyeru Project and Lower Sagileru.Project
(Complete). |
Village benefited |
: |
101 Nos |
Mandals benefited |
: |
15 Nos |
Catchments area |
: |
48,645 Sq.km |
Maximum Flood discharge (observed) |
: |
6,26,274 Cusecs, 2001year |
Designed Discharge at F.R.L |
: |
6,95,000 Cusecs |
Designed Discharge at M.W.L |
: |
7,90,000 Cusecs |
Gross Capacity at FRL in TMC |
: |
77.988 TMC |
Water spread area at FRL (Sq.Km.) |
: |
212.285 Sq.km |
Water allocation |
: |
60.892 TMC |
Average Monsoon rainfall |
: |
1031.76 mm |
FRL/MWL |
: |
+100.58M/+101.80M |
Gross storage |
: |
77.988 TMC. |
Dead Storage |
: |
7.567 TMC |
Live storage between MDDL&FRL |
: |
70.421 TMC |
Budget for the Year 2015-16 |
: |
Plan 124.9800 Crs. |
Irrigation Potential: |
: |
|
The
total ayacut contemplated under the Project is .4,05,500 acres wet
(stabilization) and 1, 79,000 acres (New I.D) ayacut.
Component Works |
: |
|
a) Earth Dam |
: |
|
i) Type of dam |
: |
Zoned Earth Dam |
ii)Total Length |
: |
352 Meters |
iii)Top width |
: |
18 Meters |
b) Non Over Flow Dam |
: |
|
i) Type of dam |
: |
Masonry Gravity |
ii) Total length |
: |
172.53 Meters |
iii) Top level |
: |
105.15Meters |
c) Spill Way |
: |
|
i) Type of Spill way |
: |
Ogee Type |
ii) Total Length |
: |
236.21 Meters |
iii)Crest level |
: |
86.87 Meters |
d) No.of Gates |
: |
12 Nos. |
Size of the radial gates |
: |
15.24 x 14.17 meters |
e)Maximum Designed Discharge |
: |
6, 95,000 C/s at F.R.L.100.58 meters. 7, 90,000 C/s at
M.W.L.101.80 meters |
Irrigation Potential:
The total ayacut contemplated under the Project is .4,05,500 acres wet (stabilization) and 1, 79,000 acres (New I.D) ayacut.
The
Mandals covered are Alluru, Bogolu, Buchi, Dagadarthi, Indukurpet,
Kovur, Kodavalur,Muthukur, Nellore, Sangam, Thotapalli Gudur,
Venkatachalam, Vidavalur, Podalakur, Nellore Rural, Manubolu,
Jaladanki, Kaligiri, Kavali, Kaluvoy, Chejerla, Podalakur,
Ananthasagaram, Atmakur, Marripadu and A.S.Peta.
2. Telugu Ganga Project
Preamble
Telugu
Ganga Project is an Inter-State Project formulated to irrigate 5.75
lakh acres in drought phone areas of Rayalaseema and uplands of
SPSR Nellore District in Andhra Pradesh by utilizing 29TMC of Krishana
flood flows and 30TMC of Pennar flood flows. Further it is also
provides drinking water to Chennai City utilizing 15TMC of Krishna
water with 5 TMC share of each state of Andhra Pradesh, Karnataka
and Maharashtra.
In
SPSR Nellore District the Project Provides, irrigation for 2,21,810acres.
I.D and 71,519 acres west stabilization under SSLC & SB Circle,
SPSR Nellore, T.G.P & G.N.S.S Circle, Tirupathi. There is also a
provision of power generation of 3x3 MW at head regulator of
Kandaleru Dam.
Clearances
The
Project is cleared from environment and forest angles. The
hydrological clearance is yet to be received form the Central
Government. It is approved ongoing project.
Compnent Works
i.
Somasila Kandaleru Flood Flow Canal. ii.Kandaleru Reservoir.
iii.Irrigation Canals under Kandaleru Reservoir.
i. Somasila Kandaleru Flood Flow
Canal
The Somasila Kandaleru Flood Flow Canal starts from Somasila
Reservoir taking off through Right Head Regulator and joins into
Kandaleru Reservoir. It is intended to carry flood waters of Pennar
River along with 15.00TMC of Krishna Water to Kandaleru Reservoir
with discharging capacity, of 339.8 Cumecs (12000C/S) and having a
total length of 51.25Km. The water thus carry by the SKFF canal is
stored in the Kandaleru Reservoir to cater the needs of drinking
water to Chennai City Tirumala, Tirupathi and Srikalahasti towns and
Irrigation to an extent of 2,21,810 Acres I.D. and 71, 519 wet
stablisation in SPSR Nellore and Chittoor Districts.
ii.Kandaleru Reservoir :-
The
Kandaleru Reservoir was formed across the Kandaleru River near
Chellatur Village in Rapur Mandal of SPSR Nellore District. The Kandaleru
Reservoir is intended to impound the flood waters of River Pennar to
provide irrigation facilities 3.00 lakh acres in SPSR Nellore and
Chittoor Districtsand to supply 15.00 TMC of Krishana waters to
Chennai City for drinking purpose.There is also a provision under
lower riparian rights to stablise 10500 acres wet ayacut under
Manubolu system of tanks (9Nos).
The
following are the sub components of Kandaleru Reservoir. a) Main
Earth Dam b) Rehabilitation and Resettlement Works. c) Approach
Channel, Head Regulator, and Power Sluice and Dyke bund.
a) Main Earth Dam
The
Kandaleru earthen dam is a balancing reservoir across Kandaleru
River near ChellaturVillage of Rapur Mandal. The FRL/TBL of
Reservoir is +85.00/+89.00M with a gross storage capacity of
68.030TMC. The length of Reservoir bund is 10.752Km. The MDDL of
Reservoir is +64.00m with a dead storage of 8.42TMC. The Reservoir
is provided with one high level sluice on the extreme left flank
(0.990km) with +74.00m sill level to feed 20700 acres I.D under K.R.
Left Canal and one low level sluice at Km.7.550 with sill level
+58.00m to supply water to lower riparian ryots covering 10,500
acres wet ayacut under Manubolu system of tanks. The head regulator
to SatyaSai Ganga (Kandaleru Poondi) Canal is situated in the dyke
portion with +60.000m sill level is with 5 vents and 3 pen stocks.
The
formation of earthen dam is completed and protection works are in
progress and it is in operation since 1996.
The
maximum storage capacity so far achieved is 50.65 TMC (+81.186M) on
14-12-2010.
The
expenditure incurred upto 3/2015 is Rs. 332.63 Crores. The balance
works are at different stages and they are programmed to be
completed before 12/2015.
N.T.R TELUGU GANGA PROJECT STATUS
OF KANDALERU REHABILITATION & RESETTLEMENT As on 03/2015
Kandaleru Reservoir water Impounding Capacity |
: |
68 TMC(FRL+85.00) |
Maximum water Impounded during 12/2010 |
: |
50.65 TMC(+81.18) |
Total No. of villages submerged |
: |
22 |
No. of Villages for which compensation paid |
: |
22 |
No. of Villages shifted to R&R Centers |
: |
17 |
No. of R& R Centers proposed for 22 Villages |
: |
27 |
No. of R& R Centers so for completed |
: |
24 |
No. of R& R Centers in progress |
: |
3 |
No. of R& R Centers to be taken up |
: |
0 |
No of families affected |
: |
5418 |
Expenditure incurred so far |
: |
Rs. 69.4471 Crores |
iii.Irrigation Canals under
Kandaleru Reservoir
The
Satya Sai Ganga Canal (K.P. Canal) starts at Head Regulator (R/S) of
Kandaleru Reservoir and ends into Poondi Reservoir in Tamilnadu
State with 1 to 9 Branch Canals. This main canal is intended to
carry 15.00 TMC drinking water to Chennai City and to Irrigate about
3.00 Lakh acres under 1 to 9 Branch Canal taking off from this canal
in SPSR Nellore and Chittoor Districts. The total length of the main
canal is 151.887KM up to Tamil Nadu Border. The total length of this
canal is excavated and in operation since 1990. The length of the
Satya Sai Ganga Canal (SSG Canal) covered under SSLC & SB Circle,
SPSR Nellore is from Km.0.000 to Km.5.435/10.000 including Branch Canals
1, 2A, 2B, 3, 4, 5, 5A and K.R. Left Canal. The SSG canal from
Km.5.435/10.000 to Km.151.887 including Branch Canals 6, 7A, 7B, 8A,
8B and 9 is under the control of T.G.P & G.N.S.S Circle, Tirupathi.
The head discharge is 113.70 Cumecs (4000c/s). The expenditure
incurred upto 3/2015 is Rs. 332.63 Crores.
The
ayacut an extent of 1,32,672 acres is being held up for want of
Forest clearance in SPSR Nellore & Chittoor Districts for which the
Government has given clearance for the diversion of forest lands to
an extent of 313.63 Ha from the forest department vide G.O. Ms No 26
dated 27.02.2015. The executive agencies have commenced the works in
the acquired forest lands in 2A, 2B, 4th Branch Canals (Package 39),
5 and 5A Branch Canals (Package 40) and KR Left Canal (Package 9).
SOMASILA-SWARNAMUKHI LINK CANAL IN
SPSR Nellore & CHITHOOR DISTRICTS
The
Somasila Swarnamukhi Link Canal is proposed from Km. 12.520 of
Somasila Kandaleru Flood Flow Canal and runs for a length of 100
Kms, through the drought prone areas of Rapur, Venkatagiri,
Srikalahasti, ErpeduMandals and ends into Marlapaka Tank in Erpedu
Mandal of Chittoor District. Originally the Government has accorded
Administrative approval for Rs. 240.00 Crores vide G.O. MS. No. 58,
dated 30-03-1999. The revised feasibility report has been sent to
the Government for Rs. 420.00 Crores and the revised administrative
approval accorded by the Government 06/2006 vide G.O. MS. No. 99, Dt
26-05-2006 for Rs. 399 Crores. The scheme is intended to provide
Irrigation facilities for stabilization of 97,000 acres of wet
ayacut and 26,000 acres new I.D ayacut under 316 M.I. tanks in
SPSR Nellore and Chittoor Districts and also to meet the drinking water
needs in the enroute Mandals. Out of this an extent of 78,300 acres
wet stabilization and 14,000 acres New I.D is in SPSR Nellore District.
Providing irrigation facilities to
the ayacut lying between S.K.F.F canal and S.F.C of somasila
project in SPSR Nellore district
It
is proposed to provide Irrigation facilities to an extent of 13800
acres New I.D and 500 acres wet stabilization under 4 M.I tanks
lying in between Somasila Kandaleru Flood Flow (SKFF) canal and
South Feeder Channel by providing 4 Nos. of O.T cum regulators on
SKFF canal and also excavating feeder channels (4 Nos.) about 40.00
Kms. Length, covering the ayacut under 21 Villages in Kaluvoy,
Chejerla and PodalakurMandals in SPSR Nellore Dt. The agreement Value of
the scheme is Rs. 2436.30 Lakhs and the work is in progress and the
expenditure incurred upto 3/2015 is 5.732 Crores.
Somasila High Level Lift Canal:
Somasila
High Level Lift Canal Scheme is intended to divert 5.0 T.M.C. of
Pennar flood waters from Somasila reservoir to provide Irrigation
facilities to the upland drought prone area in Udayagiri and Atmakur
Constituencies to an extent of about 90,000Acres in Marripadu,
Duttaluru, Atmakuru, Vinjamuru, Udayagiri and Ananthasagaram Mandals
in SPSR Nellore District besides providing 0.2 TMC for drinking water
to the 58 Revenue Villages in Six mandals enroute for a projected
population of 2,35,266 by 2041.The work has been awarded to M/s.
MEIL-Prasad (JV), hyderabad for Phase I works for creating an
I.P. of 43200 Acres and the work is in progress.
Status of Minor Irrigatiion:
In
SPSR Nellore District, there are 1704 Nos Minor Irrigation Tanks with
an ayacut of 267830 Acres.
1609
Minor Irrigation tanks are Rain fed. There is one crop in respect of
Minor Irrigation i.e Khariff.
There
are 95 Minor Irrigation tanks are feeding tanks.
20
Nos. of River Channels with an ayacut of 10975 Acres.
37
Nos. M.I other sources with an ayacut of 2607 acres.
Capacity Table of the Major Reservoirs.
Sl. No |
Name of Reservoir |
Water Level |
Capacity in Mcft |
Depth of Water |
Water Spread area |
|
At Dead Storage |
1 |
Kanigiri Reservoir |
11'-0'(3.35m) |
242.84 |
3'-0'' |
|
2 |
Survepalli Reservoir |
No dead storage |
|
At FRL |
1 |
Kanigiri Reservoir |
21.45'(6.54m) |
3454.3 |
13.45' |
24 Sq Miles |
2 |
Survepalli Reservoir |
27.72'(8.45m) |
1740 |
12'-0'' |
17.61 Sq Miles |
Water Users Associations Details &
Ayacut
Sl. No |
Name of the Irrigation System |
No. of PC's |
No. of DC's |
No. of WUA's |
Ayacut in Acres |
1 |
MAJOR IRRIGATION |
|
|
|
|
|
(a) Pennar Delta |
1 |
8 |
68 |
247000 |
2 |
MEDIUM IRRIGATION |
|
|
|
|
|
(a) Gandipalem Project |
1 |
0 |
17 |
16000 |
|
(b) Kanupur Canal System |
1 |
0 |
19 |
33000 |
|
(c) Swarnamukhi Barrage |
Yet to be formed |
9022 |
3 |
MINOR IRRIGATION |
0 |
0 |
632 |
291544 |
|
Total |
3 |
8 |
736 |
596566 |
General Abstract OF M.I. & Erstwhile
P.R. TANKS Irrigation Circle, SPSR Nellore
Sl. No |
Mandal |
M.I. Tanks |
Erstwhile P.R. Tanks |
Nos |
Ayacut in Acres |
Nos |
Ayacut in Acres |
1 |
Alluru |
3 |
1355 |
-- |
-- |
2 |
Ananthasagaram |
9 |
5316 |
12 |
576 |
3 |
Anumasamudram Pet |
16 |
6227 |
16 |
757 |
4 |
Atmakur |
8 |
10241 |
16 |
650 |
5 |
Balayapalli |
27 |
8517 |
62 |
2594 |
6 |
Buchireddypalem |
-- |
-- |
3 |
100 |
7 |
Bogole |
16 |
4963 |
11 |
716 |
8 |
Chejerla |
8 |
1420 |
19 |
810 |
9 |
Chillakur |
24 |
6222 |
51 |
2018 |
10 |
Chittamur |
32 |
15793 |
68 |
2142 |
11 |
Dagadarthi |
20 |
4686 |
9 |
379 |
12 |
Dakkili |
28 |
9899 |
35 |
1135 |
13 |
D.V. Satram |
53 |
10956 |
106 |
3063 |
14 |
Duttalur |
12 |
2414 |
19 |
517 |
15 |
Gudur |
22 |
6390 |
18 |
657 |
16 |
Indukurpet |
-- |
-- |
-- |
-- |
17 |
Jaladanki |
23 |
12533 |
3 |
152 |
18 |
Kaligiri |
21 |
5418 |
26 |
1248 |
19 |
Kaluvoya |
10 |
2066 |
8 |
187 |
20 |
Kavali |
23 |
12143 |
7 |
274 |
21 |
Kodavalur |
-- |
-- |
-- |
-- |
22 |
Kondapuram |
21 |
6881 |
16 |
729 |
23 |
Kota |
18 |
5978 |
27 |
917 |
24 |
Kovur |
-- |
-- |
-- |
-- |
25 |
Manubolu |
9 |
10505 |
3 |
327 |
26 |
Marripadu |
21 |
5797 |
30 |
1545 |
27 |
Muthukur |
-- |
-- |
-- |
-- |
28 |
Naidupet |
32 |
8145 |
31 |
1628 |
29 |
Nellore Rural |
13 |
1889 |
2 |
101 |
30 |
Ozili |
28 |
7091 |
38 |
2273 |
31 |
Pellakur |
15 |
3425 |
19 |
732 |
32 |
Podalakur |
25 |
5460 |
33 |
1307 |
33 |
Rapur |
14 |
3509 |
30 |
963 |
34 |
Sangam |
5 |
2048 |
4 |
307 |
35 |
Seetharamapuram |
6 |
4584 |
19 |
502 |
36 |
Sullurpet |
20 |
5368 |
43 |
1908 |
37 |
Sydapuram |
20 |
3659 |
27 |
1021 |
38 |
Tada |
19 |
5793 |
27 |
817 |
39 |
T.P. Gudur |
-- |
-- |
-- |
-- |
40 |
Udayagiri |
15 |
2504 |
27 |
684 |
41 |
Vakadu |
15 |
4446 |
12 |
457 |
42 |
Vidavaluru |
-- |
-- |
-- |
-- |
43 |
Vinjamuru |
18 |
4633 |
16 |
655 |
44 |
Varikuntapadu |
18 |
2826 |
14 |
516 |
45 |
Venkatachalam |
1 |
137 |
6 |
280 |
46 |
Venkatagiri |
37 |
8147 |
66 |
2802 |
|
Total |
725 |
229384 |
979 |
38446 |