The scheme is located
on the right side of Tungabhadra River lifting 1.91Cumecs of water
from Tungabhadra River to supply gap ayacut of 4648Acres at a cost of
Rs. 1864 lakhs.
| Glabal coordinates |
: |
SI Sheet No.57 E/9 & 57 E/5
Longitude:77°31'40'' E
Latitude :15° 49'20'' N
|
| Discharge |
: |
1.99 Cumes or 64 cusecs |
| Length of Approach channel |
: |
80 M |
| Type of pumps |
: |
Vertical turbine pumps |
| Capacity of pumps |
: |
(2+1) Nos of 740 HP each |
| No. of Pumps |
: |
(2+1) Nos. |
| Static Pumping Head |
: |
31.650M |
| Total pumping head including all loses |
: |
40.30 M |
| Low water level in TB River |
: |
300.8 |
| Observed M.F.L of T.B River |
: |
310.795M |
| Platform Level |
: |
312.500M |
| Delivery level at Cistern |
: |
332.450M |
| Diameter of pressure main |
: |
1300mm |
| Length of Classification of Pressure main |
: |
3.30 Km Psc |
| No.of Rows |
: |
Single |
| size of the Cistern |
: |
3.70M X 15.00M |
| Length of Gravity Channel |
: |
8.385 Km |
| Discharge |
: |
LINE-I : 1.25 cumes
LINE-II: 0.66 cumes |
| Length of Approach channel |
: |
0.600 Km |
| Type of pumps |
: |
Horizontal Centrifugal Pumps |
| Capacity of pumps |
: |
3 Nos of 470 HP each (320+150) |
| No. of Pumps |
: |
(2+1) Nos. |
| Static Pumping Head |
: |
LINE-I : 20.10M
LINE-II : 17.88M |
| Total pumping head including all loses |
: |
LINE-I : 26.10 M
LINE-II : 22.65 M |
| Low water level in TB River |
: |
325.500M |
| Maximum flood level in the reservoir |
: |
329.400M |
| Platform Level |
: |
330.900M |
| Delivery level at Cistern |
: |
LINE-I : 345.600M
LINE-II : 343.380M |
| Diameter of pressure main |
: |
LINE-I : 1100mm
LINE-II : 800mm |
| Length of Classification of Pressure main |
: |
LINE-I : 1.875KM
LINE-II : 6.500KM |
| No.of Rows |
: |
Single |
| size of the Cistern |
: |
3.70M X 15.00M |