HNSS Phase-II (Ananthapuramu, Kadapa and Chittoor Districts):

Preamble

The Phase-II of the project involves excavation of main canal for a length of 349 Kms (From km 216.300 to km 565.000) with 4 lifts about 76.83 m height including construction of 5 Nos Tunnels, 3 Reservoirs on main canal and 2 Reservoirs on branch canal are proposed. It is proposed to Create IP to an extent of 4,04,500 acres and drinking water facilities for 23 lakh Population in 293 Villages in the region enroute the main canal and command area by utilizing 26 TMC of water through 3 Branch Canals Madakasira, Punganur and Niva, and 3 Distributories namely Atmakuru, Thamballapalli, Vayalpadu in the Drought prone upland Areas of Rayalaseema Districts i.e., Anantapur, Kadapa & Chittoor.

The 5 Reservoirs are proposed in Phase-II are as follows:

1. Gollapalli Reservoir(Anantapuramu Dist) ,

2. Cherlopalli Reservoir (Anantapuramu Dist)

3. Marala Reservoir(Anantapuramu Dist),

4. Srinivasapuram Reservoir (Kadapa Dist)

5. Adivipalli Reservoir(Chittoor Dist).

Main Component of HNSS Main Canal Phase-II Works:

Main Component of HNSS Main Canal Phase-II Works:
1.HNSS Main Canal 
 Ananthapuramu District From Km 216.300 to Km 483.450
 Kadapa & ChittorDistrictFrom Km. 483.450 to Km Km 565.000
2Branch Canals  
 AnantapuramuMadakasira Branch Canal
 ChittoorPunganur Branch Canal
 ChittoorNeeva Branch Canal
3Distributories 
 ChittoorThamballapalle Distributory
 ChittoorVaylpadu Distributory
 AnanthapuramuAtmakuru Distributory
2.Pumping Stations3 Nos. on HNSS Main canal
  With Power requirement of 228.76 MW.
3.Reservoirs  
 Ananthapuramu District Marala reservoir (0.465 TMC)
 Ananthapuramu District Cherlopalli Reservoir (1.425 TMC)
 Ananthapuramu District Gollapalli Reservoir (1.613 TMC)
 Kadapa DistrictSrinivasapuram Reservoir (0.980 TMC)
 Chittor DistrictAdivipalli Reservoir(1.089 TMC)
4.Ayacut Developement4,04,500 Acres
 Ananthapuramu District 2,27,000Acres
 Kadapa District37,500 Acres
 Chittor District1,40,000 Acres
Constituency, District and Mandal wise Ayacut Particulars under HNSS Project Phase-II in Anantapuramu District.
Sl.No Name of Package Name of Constituency District Mandal Village Ayacut in Acres
1 1 Uravakonda Anantapuramu Kuderu 450
2UravakondaKuderu 3000
3RapthaduAtmakur 8550
4 3RapthaduAtmakur 7500
5RapthaduRapthadu 6000
6RapthaduKanaganapalli 2500
7 4 Rapthadu Rapthadu 117.19
8RapthaduKanaganapalli 2445.02
95RapthaduKanaganapalli 5027.75
10RapthaduRamgiri 5134.73
11RapthaduC.K.Palli 351.25
127RapthaduC.K.PalliNagasamudram5565.99
13RapthaduC.K.PalliPuletipalli4511.03
14RapthaduC.K.PalliC.K.Palli756.46
15RapthaduC.K.PalliKannumukkla1888.13
16RapthaduC.K.PalliMedapuram4841.93
17RapthaduC.K.PalliPyadindi1459.23
18DharmavaramDharmavaramPotulanagepalli477.24
198Puttaparthi 2800
2011Puttaparthi 12000
2112PuttaparthyBukkapatnamMarala2777.31
22PuttaparthyBukkapatnamKrishnapuram2018.61
23DharmavaramMuddigubbaMudigubba1110.03
24DharmavaramMuddigubbaJonnakothapalli4265.13
25DharmavaramMuddigubbaMangala Madaka2108
26DharmavaramMuddigubbaGunjepalli3403.93
27DharmavaramMuddigubbaMukthapuram2340.32
28 13 Dharmavaram Mudigubba Malakavemla 500
29N.S.P.Kottala1000
30Nagareddipalli500
3117KadiriTalupula 5000
32Kadiri N.P.Kunta 4000
3352UravakondaUravakondaAmidyala8000
34Peddakowkuntla
35Raketla
3653PenukondaPenukonda.Chandragiri4000
37Duddebanda2000
38Gollapalli4000
3954Penukonda 177450
4055PenukondaParigi1114,422.46
41HindupurHindupur30
42Lepakshi26
4356Hindupur 53212.49
44Madakasira 242824.9
4557Madakasira 672497.7
46 58 Madakasira Agali Minor - 8052
47 (48 Tanks)
48 Madakasira Amarapuramu Minor 5098
49   (36 Tanks)
5024Kadiri 24400
5125Kadiri 5500
5226Kadiri 19100
      214957

Note:The Govt. has permitted to reduce the ayacut from 24000 acres to 10514 acres under Package No. 5 of HNSS Phase II (24000-13486=10514) vide Govt.Memo. No. 9512 / Major irr/VI /2009 dated 27-08-2009.

Statement showing Constituency wise &Mandal wiseAyacut under HNSS Project, Phase - II in Chittoor District
Name of Constituency Sl.No Name of Mandal Ayacut (in Acres)
Madanapalli (5400 acres)1Madanapalli5,400
Thamballapalli (41,150 Acres)2Peddamandem10,000
3Molakalacheruvu9,565
4B.Kotha Kota6,900
5P.T.M4,685
6Thamballapalle5,000
7Kurabalakota5,000
Punganur (17,800 Acres)8Punganur5,100
9Chowdepalle2,000
10Pulicherla4,700
11Sodum6,000
Palamner (8,100 Acres)12Palamaner1,900
13Peddapanjani3,900
14Gangavaram2,300
Chittoor (6,200 Acres) 15Chittoor3,700
16Gudipala2,500
Chandragiri (6,400 Acres)17Pakala4,400
18Chandragiri2,000
Piler (76,200 Acres)19K.V.Palli13,800
20Valmikipuram9,400
21Kalakada14,200
22Kalikiri17,200
23Gurramkonda15,400
24Pileru6,200
Puthalapattu (20,150 Acres)25Penumuru4,050
26Puthalapattu3,600
27Irala8,900
28Tavanampalli3,600
Total1,81,400
STATEMENT SHOWING CONSTITUENCY WISE Ayacut in Kadapa District
Name of Constituency Sl.No Name of Mandal Ayacut (in Acres)
Rayachoti 1 Rayachoti 5714
2Chinnamandyam2799
3T.Sundu Palli99
4Sambepalli17988
Lakki Reddypalli 5 Lakki Reddy Palli 1000
6 Veera Balli 5000
Total32,600
Land Acquisition Details HNSS Project Phase -II as on 31.08.2015:
Sl.No. Description Anathapuramu District in Acres Kadapa District in Acres Chittoor District in Acres Total in Acres
1. Total Land Requisitioned 16389.12 2485.4914066.72 32941.33
2. Total Land Acquired 15235.99 1494.29 11359.47 28089.75
3. Total Balance land to be Acquired 1153.13 991.20 2707.15 4851.48
N.H crossings:
Name of District Total Number Completed In Progress Amount Deposited to NHAI in Crores
Ananthapuramu44-12.78
Chittor99021.59
Total Phase II1313034.37
Railway crossings:
Name of District Total Number Completed In Progress Amount Deposited to Railways in Crores
Ananthapuramu734 Nos. yet to be tackled41.15
Chittor44011.72
Total Phase II1170
(4 Nos. yet to be tackled)
52.87
RESERVOIRS & S.S TANKs :
Sl.No Name of the Reservoir Location Capacity in TMC Status
1Gollapalli ReservoirAnantapuramu Dist1.61370% completed
2Cherlopalli ReservoirAnantapuramu Dist1.42563% completed
3Marala ReservoirAnantapuramu Dist0.46588% completed
4Srinivasapuram ReservoirKadapa Dist0.9864% completed
5Adavipalli ReservoirAt Km. 554.000 Main Canal (Tail End)1.08980% Completed
6Kalicherla ReservoirAt Km. 5.075 on Thamballapalle Branch Canal0.12572% completed
71 TMC reservoirAt Km. 13.900 on Chinthaparthy Distributory0.702Proposed new
8Chippili SS TankAt Km 156.950 on Punganur Branch canal0.079Proposed new
9Guntivaripalli SS TankAt Km 167.25 of Punganur Branch canal0.131Proposed new
10(a)Vyasasamudram Tank (Supplement)At km 15.55 of Feeder Channel to Vyasasamudram Tank0.25Work is inprogress
10(b)Pedda Thippa Samudranm Tank (Supplement)At km 2.075 of Feeder Channel to Vyasasamudram Tank0.25
  Total7.109
HYDRAULIC PARTICULARS OF HNSS MAIN CANAL PHASE-II
Pkg No. Reach (Km) Bed width (mts) Designed Discharge Bed level at Full supply level at Remarks
From To Start End (Cumecs) Start End Start End
1216.300228.700/ 230.0014.30014.30071.552460.300458.987464.000462.687 
2230.000244.293/ 245.00014.30015.00071.552458.987457.550462.687461.250 
3245.000259.225/260.00015.00014.50071.533457.550456.163461.25459.863 
4260.000279.119/280.00014.50014.00071.425456.163454.257459.863457.957 
5280.000299.697/300.00014.60014.30071.546454.257451.715457.957455.415 
6285.100287.10014.60014.80071.546453.791452.962457.491456.662 
7300.000319.884/320.00014.30012.90071.552451.715449.842455.415453.092 
8320.000338.808/340.00010.40011.60051.896449.790447.279453.040450.529 
9340.000358.15011.60013.0052.298447.279445.629450.529448.873 
10358.160360.25014.40011.60051.680443.515442.726448.615447.826 
11360.000380.000/380.15012.50012.2051.992444.645442.780447.895446.030 
12Marala reservoir @ Km 371.040
13380.000396.196/400.00011.00011.00045.208442.743440.958445.993444.208 
14400.000440.00011.0008.40045.221440.958432.262444.208434.762 
15412.500415.4008.5008.50025.505439.308437.387442.358440.437 
16421.100426.000/426.1508.5006.00026.830437.199434.350439.799436.950 
17440.000458.975/463.00011.0009.425.42432.262430.207434.762432.707 
18463.000485.850/490.0007.9007.900021.32430.270427.294432.707429.794 
Main Canal Salient Features
HNSS Main Canal from Km 490.000 to 506.00 (P-19) Hydraulic Particulars :
Canal Discharge starting +21.15 Cumecs
Canal Discharge ending+21.15 Cumecs
C.B.L starting+475.500 M
F.S.L starting+460.00 M
Bed Width 6.75 M
F.S.D2.5 M
Surface fall1 in 8900
Side slopes 1.5: 1
Velocity 0.83M/sec
HNSS Main Canal from Km 523.000 to 546.000(P-22) Hydraulic Particulars :
Canal Discharge starting +20.98 Cumecs
Canal Discharge ending+20.98 Cumecs
C.B.L starting+451.354 M
F.S.L starting+453.854 M
Bed Width 7.80 M
F.S.D2.5 M
Surface fall1 in 6800
Side slopes 0.5: 1
Velocity 0.96M/sec
HNSS Main Canal from Km 546.000 to 554.000/554.175 Hydraulic Particulars : (Package-23)
Hydraulic Particulars @ Starting  
Canal Discharge +16.900 Cumecs
C.B.L +449.171 M
F.S.L +451.371 M
Bed Width 5.5 M
F.S.D 2.2 M
Surface fall1 in 8000
Side slopes 2: 1
Velocity 0.78M/sec
  
Hydraulic Particulars @ Ending 
Canal Discharge +16.90 Cumecs
C.B.L +494.300 M
F.S.L +496.500 M
Bed Width 3.700M
F.S.D 2.200 M
Surface fall1 in 8000
Side slopes 1.5: 1
Velocity 0.81M/sec
HYDRAULIC PARTICULARS OF PUNGANUR BRANCH CANAL PHASE-II
Package No. Reach (Km) Bed width (mts) Designed Discharge Bed level at Full supply level at Remarks
From To Start End (Cumecs) Start End Start End
240.000 20.050/ 20.0007.5006.00025.550439.653535.729442.403538.029 
2520.00030.0006.0006.00015.373535.729589.403538.029591.703 
2630.00075.375/ 74.0006.0006.000 17.891589.403619.908591.703622.158 
HYDRAULIC PARTICULARS OF HNSS MADAKASIRA BRANCH CANAL PHASE-II
Package No. Reach (Km) Bed width (mts) Designed Discharge Bed level at Full supply level at Remarks
From To Start End (Cumecs) Start End Start End
52 0.000 19.598/ 20.000 4.400 6.000 18.388 451.560 560.569 453.760 563.069  
53(A) 8.000 10.000 GOLLAPALLI RESERVOIR
5420.00060.350/ 53.3006.0004.50020.914560.569636.000563.069638.200 
5553.300107.420/118.0005.0004.50013.460636.000620.136638.200622.336 
56118.000143.400/143.0005.0003.80012.787619.556647.000622.056648.800 
57143.000173.781/171.0153.7003.7008.020647.000689.200648.800691.000 
58 (Amarapuram)0.00031.8502.802.004.498695.185601.988696.585602.688 
58 (Agali)0.00032.9002.501.902.726689.700685.540691.000687.390 
Details of Main Canal & Branch Canals of Phase II:
Sl. No. Name of the Canal Total Length of canal in Km Completed length in Km Balance length in Km Ayacut in Acres
1Main Canal (ATP)from P.1 to P.18254.509201.47553.034102399.28
2Madakasira Branch Canal(P.52 to P.58)235.435169.02066.14561557.55
3Punganur Branch Canal(from P.24 to P.26)71.3361.959.3849000
  Total    214957
4Thamballapalli Branch Canal29.4329.0550.37515,000
5Chinthaparthi Distributory42.3040.32.022,400
6Ellutla Distributory25.1722.722.4515,400
7Neeva Branch Canal132.15128.763.3957,500
8Vayalpadu Branch Canal23.523.5017,200
9Sodum Distributory50.019.1030.905,400
  1071.90883.425187.9853,93,800
Forest Environmental clearances
Forest land acquired : 522.27 Ha
Amount Paid : Rs.39.32 Cr. (Deposited)
Present Stage : Stage –I clearance Obtained from GOI.MoEF, Dt:17.12.2013.
  : Stage-II clearance –Obtained from GOI. Dt : 01-07-2015.
Status of Forest Lands:
Sl.No Main Canal/ Branch Canal No. of Packages Covered Total Length of Canal passing through forest area in Kms Extent of Forest area in Ha. Covering Districts
1 Main Canal 5 Nos
(3,9,13,14,17)
19.22 253.07 Ananthapuramu
2 Madakasira Branch Canal 4 Nos
(52,53,54,58)
4.253 47.150 Ananthapuramu
3 Punganur Branch Canal 2 Nos
(25,26)
3.75 130.92 Ananthapuramu
Total of Ananthapuramu District 27.323 431.14
4 Branch Canal (Neeva, Punganur and Adivipalli Reservoir) 3 Nos.
(23,59,62)
2.585 91.131 Chittoor
    Total 29.808 522.271
Details Tanks Feedable from HNSS
S.No. From Km. To Km. No. of Tanks
On Main Canal
1. 114.00 210.00 41
2. 230.00 490.00 51
Madakasira Branch Canal
3. 0.000 304.00 265
Punganur Branch Canal
4. 0.000 224.500 179
Kuppam Branch Canal
4. 0.000 143.900 110
KUPPAM BRANCH CANAL

Kuppam Branch Canal takes off from Punganur branch canal at km.207.800 near Appinapalle (v), Peddapanjani mandal and runs for a length of 143.90 km in the mandals of Peddapanjani ,Gangavaram, Byreddipalli, V.Kota, RamaKuppam, Shanthipuram, Gudipalli and Kuppam and ends at Paramasamudram Tank in Kuppam Mandal. There are 3 Nos of Lifts on this Branch Canal .This canal Supplies drinking water for for 4.02 lakhs population in 8 mandals of KUPPAM and PALAMANER Constituenciesi.e,Baireddipalli,,V.Kota,Ramakuppam,Shanthipuram,Gudipalli,,Kuppam,Peddapanjani and Gangavaram Towns.It Stabilizes an ayacut of 6300 acres under 110 existing tanks and 20 Kuntas in 8 Mandals.

Marala Reservoir
Preamble

Marala Reservoir is offline Reservoir formed on HNSS Main Canal At Km 371.040 near Marala(v),Bukkapatnam (M) giving irrigation facilities to 18000 acres.

Salient features
Location : At Km 371.040 of HNSS Main Canal
near Marala(v),Bukkapatnam (M)
Longitude : 78°- 56' E
Latitude : 14°-18' N
FRL : (+) 445 .00m
Gross capacity : 0.465TMC(13.753M Cum)
Live capacity : 0.467 TMC(13.218 M.Cum)
Dead Storage
(at M.D.D.L + 430.000 M )
: 0.018 TMC (0. 534 M Cum)
Ayacut : 18,000 Acres
M.W.L : 445.900 M (Tentative)
MDDL : 430.00 M
TBL : 448.000 M (Tentative)
Length of Bund : 2650 M
Height of Bund : 24.218 M
Area of submergence : Minimum submergence
Cherlopalli Reservoir
Preamble

Cherlopalli Reservoir is online Reservoir on Punganur Branch Canal. It is located near Cherlopalli (v), Kadiri (M), Ananthapuramu District with the coordinate Latitude 14-02’-17”N and Longitude 78-09’- 00” E and at the Punganur Branch canal From 22.200 to 26.200 . The scheme envisages to create a reservoir of Gross storage 1.608 TMC. The balancing reservoir is proposed to provided an ayacut of 5,500 Acres in 2 Mandalas in Ananthapuramu District i.e., Kadiri, Nallacheruvu through Punganur Branch Canal.

Salient features
Location : Near Cherlopalli, Kadiri (M),
Longitude : 78°-09'- 00" E
Latitude : 14°-02'-17" N
FRL : (+) 599.500 m
TBL : +602.500 M
Gross capacity : 1.608TMC
Live capacity : 1.425 TMC
Dead Storage
(at M.D.D.L + 430.000 M )
: 1.83 TMC
Ayacut : 5,500 Acres
Area of Submergence : 1200 Acres
Length of Left Earth Bund : 4,000 M
Maximum height of Left Earth Bund : 28 m
Gollapalli Reservoir
Preamble

Gollapalli Reservoir is online Reservoir on Madakasira Branch Canal. It is located near Gollapalli (V), Penukonda (M), Ananthapuramu in between Km 8 to Km 10.000 of Madakasira Branch canal which takes off from HNSS main canal at Km 304.400 with the coordinate Latitude 14°12' 20" N and Longitude 77°35' 41" E. The scheme envisages to create a reservoir of Gross storage 1.613 TMC on Madakasira Branch canal between Km 8.000 to Km 10.000 and providing distributor system to feed an ayacut of 10,000 Acres of water to provide irrigational facilities under HNSS Scheme Phase-II.

SALIENT FEATURES OF RESERVOIR :
F.R.L : +532.200 M
M.D.D.L: +520.00 M
T.B.L: +536.10M
M.F.D :+ 61.600 Cumecs
MWL:533.10M
Free Board:3.00 m
Gross Capacity (532.20): 1.613 TMC
Modified MDDL:+520.000
Capacity Live :1.245 TMC
Dead Storage :0.368 TMC
Length of weir:324
Canal FSL:+520.000M
Canal Bed level:+517.200 M
Total length of Earthen Bunds (Both A&B) :2.390 Km
Max Height of Earthen Bunds: 
A. Bund:26.40 m
B.Bund:12.00 m
Adavipalle Reservoir
Preamble

Adavipalli Reservoir is located near Adavipalli Village of K.V.Palle Mandal in Chittoor District with the coordinates Latitude :13°47'30" N and Longitude :78°52'20" E and at the tail end of HNSS Main Canal @ Km.554.175.

The Balancing Reservoir is proposed to provide an ayacut of 80,000 Acres and drinking water to drought prone 13 mandals in Chittoor District i.e., K.V.Palle, Piler, Sodum, Pulicherla, Rompicherla, Pakala, Irala, Puthalapattu, Tavanampalle , Bangarupalem, Chittoor, Gudipala and Penumur through two Branch canals,

1. Neeva Branch Canal - 114.677 Km (62,800 Acres),

2. Vayalpadu Branch Canal - 23.000 Km (17,200 Acres).

Salient features
F.R.L:+492.000 M
M.W.L:+492.900 M
M.D.D.L:+480.000 M
T.B.L:+495.000 M
M.F.D = 14 Cumecs(from Cacthment area)+16cumecs (from Canal):30.00 cumecs
Gross Storage Capacity:1.418 T.M.C
Live Storage :1.089 T.M.C
Dead Storage :0.329 T.M.C
Area of Submergence:877 Acres
Length of Left Earth Bund:633.0M
Max Height of Left Earth Bund:37.20M
Length of Right Earth Bund:585.0 M
Max Height of Right Earth Bund:18.68 M
Sreenivasapuram Reservoir
Preamble

Sreenivasapuram Reservoir is located near Srinivasapuram (v), Chinnamandyam (M), Kadapa District with the coordinates Latitude :13°57'00" N and Longitude :78°57'00" E at km 522.500 of HNSS Main Canal. The Balancing Reservoir is proposed to provide an ayacut of 28,000 Acres and drinking water to drought prone 6 mandals in Kadapa District i.e., Chinnamandyam, Sambapalli, Rayachoti, Lakkireddipalli, Sundupalli Veerapalli in Kadapa District through two Branch canals,

1. Left Branch Canal - 28.075 Km (10650 Acres),

2. Right Branch Canal - 28.075 Km (17,350 Acres).

Salient features
F.R.L:+430.000 M
M.W.L:+430.900 M
M.D.D.L:+413.000 M
T.B.L:+433.100 M
M.F.D = Catchment area = 7.88 Sqkm:79.00 Cumecs
Gross Storage Capacity:1.02 T.M.C
Live Storage :0.98T.M.C
Dead Storage :0.329 T.M.C
Area of Submergence:863Acres
Length of Left Earth Bund:4.192Km
Max Height of Left Earth Bund:25.635M
Kalicherla Reservoir
Preamble

Kalicherla Reservoir is located near Kalicherla (v), Thamballapalli (M), Chittoor District with the coordinates Latitude :13°33'00" N and Longitude :78°30'00" E at km 5.075 of Thamballapalli Branch Canal.

Salient features
F.R.L:+520.000 M
M.W.L:+520.600 M
T.B.L:+522.600 M
Gross Storage Capacity:0.125 T.M.C
Length of Left Earth Bund:1.000Km
Max Height of Left Earth Bund: 18.00M
Punganur Branch Canal
Preamble

Punganur Branch Canal off takes @ Km 400.500 of HNSS Main canal near Patnam (V), Anathapuram District with a discharge of 23.75 cumecs runs for a length of 204.000 Km and ends at Kalagaturu (V), Peddapanjani (M) Chittoor District. This branch canal irrigates an ayacut of 86,300 acres . There are 16 Nos Pumping stations with a total height of 363.26m. This branch canal comprises of 8 Packages viz.,24, 25, 26, 27, 28, 59, 60 & 61.

Salient features
Hydraulic Particulars @ Starting: 
Canal Discharge :+23.75 Cumecs
C.B.L :+439.653 M
F.S.L :+442.403 M
Bed Width :7.5 M
F.S.D :2.75 M
Surface fall:1 in 8500
Side slopes :1: 1
Velocity :0.90M/sec
 
Hydraulic Particulars @ Ending: 
Canal Discharge :+2.130 Cumecs
C.B.L :+661.005 M
F.S.L :+662.205 M
Bed Width :3.60M
F.S.D :1.200 M
Surface fall:1 in 8600
Side slopes :1.5: 1
Velocity :0.583M/sec
Neeva Branch Canal
Preamble

Neeva Branch canal is off taking from Adavipalli Reservoir near Yerravandlapalle village Chittoor District with a discharge of 15.51 cumecs runs for length of 122.25 Kms and ends at Mahasamudram (v) Chittoor District. This branch canal irrigates an ayacut of 57,500 acres in the mandals of Pileru, K.V.Palle, Rompicherla, Sodum, Pulicherla, Pakala, Irala, Tavanampalle, Bangarupalem and Chittoor. There are 5 Lifts with a total height of 100.88m on this branch canal. This branch canal comprises of three Packages viz. Package 29, 30 & 62. Sodum Distributory is taking off take from Neeva Branch Canal @ Km 36.200 at Venkatadasarapalle village with a discharge of 1.841 cumecs. There are 5 Nos of Pumping stations with total lift height of 94.00M on this Distributory.

Salient features
Hydraulic Particulars @ Starting: 
Canal Discharge :+15.51 Cumecs
C.B.L :+477.700 M
F.S.L :+480.00 M
Bed Width :6.0 M
F.S.D :2.3 M
Surface fall:1 in 8000
Side slopes :1.5: 1
Velocity :0.840M/sec
 
Hydraulic Particulars @ Ending: 
Canal Discharge :+3.058 Cumecs
C.B.L : +375.777 M
F.S.L : +376.977 M
Bed Width :3.80M
F.S.D :1.200 M
Surface fall:1 in 7000
Side slopes :0.5 : 1
Velocity :0.571 m/sec
Thamballapalli Distriburory
Preamble

Thamballapalli Distributory off takes @ Km 495.500 of HNSS Main canal (Package-19) near Cheruvukindapalle (V), Peddamandya (M), Chittor District, and ends at Matampalli (V), Thamballapalli (M) Chittoor District after travelling a total length of 29.425Km.The contemplated Ayacut under this branch canal is 15000 acres. There are 7 Nos of Pumping stations with total lift height of 163.515m on this Distributory.

Salient features
Hydraulic Particulars @ Starting: 
Canal Discharge :+16.825 Cumecs
C.B.L :+456.502 M
F.S.L :+458.752 M
Bed Width :6.75 M
F.S.D :2.25 M
Surface fall:1 in 10000
Side slopes :1.5: 1
Velocity :0.739M/sec
 
Hydraulic Particulars @ Ending: 
Canal Discharge :+3.159 Cumecs
C.B.L : +594.990 M
F.S.L : +596.190 M
Bed Width :3.60M
F.S.D :1.200 M
Surface fall:1 in 8000
Side slopes :1.5 : 1
Velocity :0.543 m/sec
Chithaparthy Distributory
Preamble

Chinthaparthy Distributory off takes @ Km 17.75 from Thamballapalli Branch Canal near Maddinayanapalli tanda , Peddamandya (M), Chittor District, and ends at Chinthaparthy (v), Vayalpadu (M), Chittoor District after travelling a total length of 42.300Km. The contemplated Ayacut under this Distributory is22,400 acres. There are 1 No of Pumping station with total lift height of 30 m on this Distributory .

Salient features
Hydraulic Particulars @ Starting: 
Canal Discharge :+8.32 Cumecs
C.B.L :+568.465 M
F.S.L :+570.265 M
Bed Width :5.40 M
F.S.D :1.800 M
Surface fall:1 in 8430
Side slopes :1.5: 1
Velocity :0.693M/sec
Hydraulic Particulars @ Ending: 
Canal Discharge :+2.164 Cumecs
C.B.L : +539.471 M
F.S.L : +540.471 M
Bed Width :3.00M
F.S.D :1.000 M
Surface fall:1 in 8000
Side slopes :1.5 : 1
Velocity :0.481 m/sec
Ellutla Distributory
Preamble

Ellutla distributory left canal off takes @ Km 14.75 from Chinthaparthy Distributory near Eguvatholavaripalli (v), Gamireddypalli(v), Gurramkonda(M), Chittor District, and ends Agraharam (v), Kalakada (M) Chittoor District after travelling a total length of 11.24 Km. Ellutla distributory Right canal off takes @ Km 11.24 from Chinthaparthy Distributory near Eguvatholavaripalli (v), Gamireddypalli(v), Gurramkonda(M), Chittor District, and ends at Singanavoddepalle, Kalakada (m), Chittoor District after travelling a total length of 13.93 Km.The contemplated Ayacut under this Ellutla distributory is 15,400 acres.

Salient features
Hydraulic Particulars @ Starting Left Canal: 
Canal Discharge :+3.470 Cumecs
C.B.L :+543.553 M
F.S.L :+544.953 M
Bed Width :4.20 M
F.S.D :1.400 M
Surface fall:1 in 8500
Side slopes :1.5: 1
Velocity :0.584M/sec
Hydraulic Particulars @ Ending: 
Canal Discharge :+0.889 Cumecs
C.B.L : +491.779 M
F.S.L : +492.429 M
Bed Width :2.30M
F.S.D :0.650 M
Surface fall:1 in 6000
Side slopes :1.5 : 1
Velocity :0.427 m/sec
Hydraulic Particulars @ Starting Right Canal: 
Canal Discharge :+3.470 Cumecs
C.B.L :+543.394 M
F.S.L :+544.794 M
Bed Width :4.200 M
F.S.D :1.400 M
Surface fall:1 in 8500
Side slopes :1.5: 1
Velocity :0.584M/sec
 
Hydraulic Particulars @ Ending: 
Canal Discharge :+0.690 Cumecs
C.B.L : +491.829 M
F.S.L : +492.429 M
Bed Width :2.00M
F.S.D :0.600 M
Surface fall:1 in 6000
Side slopes :1.5 : 1
Velocity :0.401 m/sec
Valyalpadu Distributory
Preamble

Vayalpadu distributory Starts from Adavipalli Reservoir near Thummalapalli (v), K.V.Palli(M), Chittoor District and ends Guttapalyam (v), Kalikiri (m), Chittor District after travelling a total length of 23.50 Km.The contemplated Ayacut under this distributory is 17,200 acres. There are 6 Nos of Pumping stations with total lift height of 96 m on this Distributory .

Salient features
Hydraulic Particulars @ Starting: 
Canal Discharge :+3.47 Cumecs
C.B.L :+478.750 M
F.S.L :+480.00 M
Bed Width :3.750 M
F.S.D :1.250 M
Surface fall:1 in 7850
Side slopes :1: 1
Velocity :0.566M/sec
Hydraulic Particulars @ Ending: 
Canal Discharge :+1.200 Cumecs
C.B.L : +571.987 M
F.S.L : +572.787M
Bed Width :2.750M
F.S.D :0.800 M
Surface fall:1 in 7850
Side slopes :1 : 1
Velocity :0.429 m/sec
Sodum Distributory
Preamble

Sodum distributory Starts from off takes@ Km 36.200 from Neeva Branch Canal near Venkatadasarapalli (V), Chittoor District and ends at Ammagariappli (v), Chittor District after travelling a total length of 33.175 Km. The contemplated Ayacut under this distributory is 5,400 acres. There are 1 No of Pumping station with total lift height of 19.0 m on this Distributory .

Salient features
Hydraulic Particulars @ Starting :  
Canal Discharge :+1.758Cumecs
C.B.L :+538.000 M
F.S.L :+538.900 M
Bed Width :2.700 M
F.S.D :0.900 M
Surface fall:1 in 6300
Side slopes :1.5: 1
Velocity :0.505M/sec
 
Hydraulic Particulars @ Ending: 
Canal Discharge :+0.382 Cumecs
C.B.L : +557.950 M
F.S.L : +558.500M
Bed Width :1.000M
F.S.D :0.550 M
Surface fall:1 in 4800
Side slopes :1.5 : 1
Velocity :0.388 m/sec