| Upper Indravati Hydro Electric Project, Khatiguda | ||
|---|---|---|
| Hydrology | ||
| Catchment Area | 2630 Sq. Km. | |
| Maximum Annual Rainfall | 2345 mm | |
| Minimum Annual Rainfall | 1138 mm | |
| Mean Annual Rainfall | 1792 mm | |
| Probable Maximum Flood | 23030 Cu.M./Sec. | |
| Reservoir | ||
| Full Reservoir Level | 642.00 M | |
| Maximum Water Level | 643.00 M | |
| Minimum Draw Down Level | 625.00 M | |
| Live Storage | 1455.76 M.Cu.M. | |
| Dead Storage | 851.94 M.Cu.M. | |
| Gross Storage | 2307.70 M.Cu.M. | |
| Water Spread Area at FRL | 110.00 Sq.Km. | |
| P.M.F. Inflow | 27070 Cu.M. | |
| DAMS : Indravati Dam (Masonry, Gravity Type) | ||
| Latitude | 19° 16′ N | |
| Longitude | 42° 50′ E | |
| Catchment | 1153 Sq.Km. | |
| Length Overall | 539 M | |
| Length of Non-Overflow Sections | 410 M | |
| Length of Spillway Including Piers | 129 M | |
| Deepest Bed Level | R.L. 600 M | |
| Dam Top Level | 645 M | |
| Width | 7.5 M | |
| Maximum Height of Dam | 45 M | |
| Spillway Crest Level | 629.5 M | |
| Radial Gate No. / Width × Height | 7 / 15.00 × 12.5 M | |
| Capacity MWL EL 643 | 11,430 Cu.M./Sec. | |
| Depletion Sluices No. / Width × Height | 4 / 2.00 × 3 M | |
| Sill Level of Depletion Sluice | 610 M | |
| Discharge EL 643 | 555 Cu.M./Sec. | |
| Podagada Dam (Homogenous Earth Fill) | ||
| Latitude | 19° 14′ N | |
| Longitude | 82° 49′ E | |
| Catchment | 389 Sq.Km. | |
| Length Overall | 462 M | |
| Deepest Bed Level | 570 M | |
| Dam Top Level | 647 M | |
| Top Width | 9.0 M | |
| Parapet Height | 1.0 M | |
| Maximum Height Above Bed Level | 77 M | |
| Protection | Upstream: 0.6 m Riprap over 0.3 m Filter Downstream: Grass Turfing |
|
| Depletion Tunnel | ||
| Number / Diameter | 1 / 6.2 M | |
| Sill Level of Depletion Tunnel | 590 M | |
| Discharge MRL 643 | 650 Cu.M./Sec. | |
| Kapur Dam (Homogenous Earth Fill) | ||
| Latitude | 19° 6′ N | |
| Longitude | 82° 47′ E | |
| Catchment | 60 Sq.Km. | |
| Length Overall | 537 M | |
| Deepest Bed Level | 582 M | |
| Dam Top Level | 646 M | |
| Top Width | 9.0 M | |
| Parapet Height | 1.0 M | |
| Maximum Height Above Bed Level | 64 M | |
| Protection | Upstream: 0.6 m Riprap over 0.3 m Filter Downstream: Grass Turfing |
|
| Muran Dam (Masonry, Gravity Type) | ||
| Latitude | 19° 6′ N | |
| Longitude | 82° 46′ E | |
| Catchment | 1028 Sq.Km. | |
| Length Overall | 590.9 M | |
| Length of Non-Overflow Section | 495.9 M | |
| Length of Spillway Including Piers | 95 M | |
| Deepest Bed Level | 580 M | |
| Dam Crest Level | 645 M | |
| Width | 7.5 M | |
| Maximum Height Above Deepest Foundation | 65 M | |
| Spillway Crest Level | 629.5 M | |
| Radial Gates No. / Width / Height | 5 / 15.0 / 12.5 M | |
| Capacity | 8,000 Cu.M./Sec. | |
| Depletion Sluices No. / Width / Height | 4 / 1.5 × 4 M | |
| Discharge MRL 643 | 588 Cu.M./Sec. | |
| Sill Level of Depletion Sluice | 595.230 M | |
| Location | ||
| Latitude | N 19°0 05 ‘ to N 19° 25 ‘ | |
| Longitude | E 82° 45 ‘ to 82° 55 ‘ | |
| DYKES (Homogeneous Earth Fill) | |||
|---|---|---|---|
| Side | Dyke No. | Height (m) | Crest Length (m) |
| Left | 1 | 30 | 353 |
| – – | 2 | 20 | 320 |
| – – | 3 | 15 | 680 |
| – – | 4 | 20 | 160 |
| Right | 1 | 15 | 463 |
| – – | 2 | 20 | 146 |
| – – | 3 | 25 | 593 |
| – – | 4 | 15 | 535 |
| Crest Level | – – | 646 m | – – |
| Width | – – | 7.0 m | – – |
| Parapet Height | – – | 1.0 m | – – |
| Link Channels | ||
|---|---|---|
| Channel Name | Length (m) | Bed Elevation (m) |
| Guntrukhal | 1523 | 613.00 |
| Kusumpadar | 1550 | 620.0 |