| 1 |
Type of Scheme |
Run of River Scheme |
| 2 |
Location |
| |
State |
Jammu & Kashmir |
| District |
Kishtwar |
| River |
Marusudar |
| Latitude |
33°27'30'' N |
| Longitude |
75°48'50'' E |
| Location of Dam |
Near Village Drangdhuran |
| Location of Power House |
Upstream of Dul Dam (Right Bank) |
| Nearest Rail Head |
Udhampur |
| Nearest Airport |
Jammu |
| 3 |
Hydrology |
| |
Catchment area at diversion site |
3955 Sq. Km |
| Design Flood |
5890 cumec |
| Location of Catchment |
Drangdhuran to Lopara |
| Latitude |
33°24' N-34°12.5'N |
| Longitude |
75°23' E-76°10'E |
| Avg Annual Rainfall |
739mm |
Annual Yield
a)90% dependable year
b)75% dependable year |
3175Mcum
4174Mcum |
| Probable Max. flood(PMF) |
5890 cumecs |
| 4 |
Reservoir |
| |
Full Reservoir Level (FRL) |
EL 1700.0 m |
| Maximum Water Level |
EL 1703.0 m |
| Minimum Drawdown Level (MDDL) |
EL 1620.0 m |
| Gross Storage at FRL |
125.4 Mcum(101663.43 Acre feet) |
| Live Storage |
108.39 Mcum(87873.20 Acre Feet) |
| Dead storage |
17.01Mcum |
| Area under submergence at FRL |
2.28 Km²/ 228 hectare |
| Length of Reservoir |
10.25 Km |
| 5 |
Dam |
| |
Type |
Concrete Face Rockfill dam |
| Length of dam at top |
305 m |
| Elevation of top of dam |
EL. 1707.0 m |
| River Bed Level |
EL 1540.0 m |
| Maximum Height above river bed |
167m |
| Maximum Height above deepest foundation level |
Shall be updated later |
| 6 |
Head Race Tunnel (HRT) |
| |
No. ,Diameter & Shape |
2 Nos,7.2m dia, Horse–shoe/Circular |
| Length |
HRT 1 - 9612M, HRT 2 - 9619 M |
| Design discharge |
309.88 cumec (154.94 cumec each) |
| Bed Slope |
HRT-1= 0.7366%
HRT-2=0.7360% |
| 7 |
Spill Way |
Surface Spillway |
Tunnel Spillway |
| |
Type |
Gated Crest |
Horse-shoe |
| Width of Spillway block |
35m |
10.5m(Dia) |
| No. Of Bays |
2 No. |
2 No. |
| Crest Level of Spillway |
EL 1684.00 m |
EL.1580.00 m |
| No. & Size of Openings |
2 nos. 12m(W)x16m(H) |
2 nos.6.2m(W)x7m(H) |
| Length of tunnels |
405 m & 430 m |
|
| Capacity at MWL |
1780 cumecs(each) |
|
| Discharge Capacity at FRL |
1590 cumec (each) |
1740 cumec (each) |
| 8 |
River Diversion |
| a) |
Coffer Dam |
| |
Type |
Rockfill with impervious core |
| Top of Upstream coffer dam |
EL 1589.0 m |
| Top of Downstream coffer dam |
EL 1545.0 m |
| b) |
Diversion Tunnel |
| |
No, Diameter,Shape |
1 no., 11.0 m, Horse-shoe |
| Length |
820.22 m including portals |
| DT Gate |
2 No.s Vertical lift Gate(Size4.56m x11m) |
| Diversion Discharge |
2000 cumec |
| 9 |
Intake Structure |
| |
Number |
3 No. |
| Size of openings |
3 Nos, 5.60m(w) x 7.70m(H) each (Including provision of one intake for second stage in future) |
| Invert Level |
EL.1605.8 m |
| Trash Rack |
Steel Trash rack(Size 88.5m x19.5m) |
| Gate Arrangement |
Vertical Gates |
| 10 |
Energy Dissipation Arrangement |
| |
Type |
Flip Bucket with preformed plunge pool |
| Size |
Shall be updated later |
| 11 |
Outlet for Environmental Release |
| |
Design Discharge |
Shall be updated later |
| Size of Gate |
Shall be updated later |
| Crest level |
Shall be updated later |
| 12 |
Construction Sluice |
| |
Nos. & Size of opening |
Shall be updated later |
| Crest level |
Shall be updated later |
| Length |
Shall be updated later |
| 13 |
Pressure shaft/Penstock |
Horizontal / Manifold / Vertical |
| |
No.& Diameter |
Pressure Shaft- 2 nos; 6.0 m dia.before manifold and 4 no. 3.9 m dia. after manifold (Horizontal)/ 4 nos., 3.9 m dia, circular (Vertical) Penstock- 4 nos; 2.9m |
| Shape & Type |
Circular, Steel lined / Steel lined |
| Design Discharge (each Penstock) |
Shall be updated later |
| Length |
Pressure Shaft-6.0 m dia- 423.45m (Horizontal); 3.9 m dia- 1528.7m (Horizontal & Vertical) Penstock-2.9m dia-290.4m |
| 14 |
MIV Cavern |
| |
Cavern Size |
105 m (L) x 10 m(W) x 19 m(H) |
| 15 |
Power House Cavern |
| |
Type |
Underground |
| Installed Capacity |
1000 MW (4 x 250 MW) |
| Type of Turbine |
Vertical Francis |
| Net Rated Head |
397.30 m |
| MIV Dia and Type |
2.9 m dia Spherical valve |
| Design Discharge |
77.47 cumec (each unit) |
| Cavern Size |
166m (L) x 20.2 m(W) x 50.5 m(H) |
| 16 |
Transformer cum Draft tube gate cavern |
| |
Cavern Size |
123.6 m (L) x 16 m(W) x 13.1 m(H) |
| 17 |
Tail Race Tunnel |
| |
No.& Type |
4 nos, concrete lined |
| Dia & Shape |
5.5 m, Horse-shoe |
| Design Discharge |
77.47 cumec (each) |
| Length |
113.5 m (each) |
| 18 |
TRT outlet |
| |
Number |
4 nos. |
| Size of opening |
5.5m x 5.5m |
| Weir crest level |
EL. 1254.4m |
| Deck level |
EL.1275.0m |
| Minimum TWL in River |
EL.1255.0m |
| Normal TWL in River (All operating units) |
Shall be updated later |
| Maximum TWL in River (PMF) |
Shall be updated later |
| 19 |
Power Generation |
| |
Annual Energy Generation in 90 % dependable year |
3330.18 MU |
| Plant Load Factor |
38.30% |
| 20 |
Peaking Hours |
3.0 Hours
Continuos generation using live storage capacity - 96.66 Hours (about 4 days) |
| 21 |
Tariff |
| |
1st year Tariff |
Rs. 4.54/unit |
| Levelised Tariff |
Rs. 4.28/unit |
| 22 |
Project Cost |
Rs. 8112.12 Crs (March 13 PL) |