Salient Features:
Project Location |
Uttargaya Rural MunicipalityWard No. 1, Rasuwa District (formerly Dandagaun and Haku VDCs) |
District : |
Rasuwa |
Province No. |
Bagmati |
License boundary |
|
Latitude |
28°05’01”N to 28°05’56” N |
Longitude |
85°11’40” E to 85°12’25” E |
Geology |
|
Region |
Lesser Himalaya Region |
Rock composed |
Augen Gneiss (dominant) and metasandstonephyllite (minor) |
Hydrology |
|
Catchment area |
72 km2 (at intake of MMKJA, 14.3 MW) |
Annual mean flow |
7.65 m3/sec |
Design discharge |
3.53 m3/sec (40% exceedance of flow) |
Flood 1 in 100 years |
166 m3/sec (at intake of MMKJA, 14.3 MW) 290 m3/sec (at powerhouse of MaMaKJA) |
Headpond (MMKJA Tailrace Tapping) |
|
Tailrace Tapping |
Mathillo Mailung Khola Jalvidhyut Aayojana (MMKJA), 14.3 MW |
Location |
Downstream of tailrace of MMKJA |
Pondage level |
1550.38 m amsl |
Length |
17 m |
Width |
7.4 m |
Height |
7.21 m |
Spillway length |
4.6 m |
Spillway invert level |
1550.48 m amsl |
Headrace Pipe |
|
Material |
Steel |
Length |
54.47 m |
Internal Diameter |
1.3 m |
Thickness of Pipe |
8 mm |
Headrace Tunnel |
|
Shape |
Inverted D |
Length |
1463.63 m |
Size, (w x h) |
2.5 m x 2.8 m |
Surge Shaft |
|
Type |
Vertical |
Diameter |
2.750 m |
Length |
58.15 m |
Up surge level |
1557.98 m amsl |
Down surge level |
1542.55 m amsl |
Penstock |
|
Material |
Steel |
Length |
595.09 m |
Type |
Surface, Inclined |
Internal Diameter |
1.1 m |
Thickness of pipe |
8 mm to 30 mm (Steel grade E350) |
Penstock shaft |
|
Material |
Steel |
Type |
Vertical and horizontal |
Length |
231.91 m (vertical shaft) 347.87 m (horizontal shaft before bifurcation) 39.05 m (horizontal shaft after bifurcation) |
Internal diameter |
1.1 m (vertical shaft) 1.1 m (horizontal shaft before bifurcation) and 0.8 m (horizontal shaft after bifurcation) |
Shaft excavation diameter |
2.25 m circular for vertical shaft |
Thickness of pipe |
2.5 m (W) X 2.8 m (H) Inverted D shape 14 to 22 mm (Steel grade E350) |
Powerhouse |
|
Type |
Surface |
Length |
29.13 m |
Breadth |
15.41 m |
Height |
19.62 m(from foundation to top slab) |
Machine Floor level |
1093.08 m amsl |
Turbine |
|
Type |
Horizontal Axis Pelton turbine |
Number of units |
2 (Two) |
Turbine Axis |
1094.00 m amsl |
Per unit capacity |
6.8 MW |
Turbine efficiency |
89% |
Generator |
|
Type |
Three-phase, Synchronous |
Number of units |
2(Two) |
Rated Output |
7.65 MVA |
Generation Voltage |
11 kV |
Frequency |
50 Hz |
Power factor |
0.85 |
Excitation system |
Brushless |
Speed |
750 rpm |
Generator efficiency |
95.50% |
Transformer |
|
Type |
Three-Phase, oil immersed |
Number of units |
1 (One) |
Rated Output |
16 MVA |
Frequency |
50 Hz |
Voltage ratio |
11kV/132 kV
|
Transformer efficiency |
99% |
Tailrace Culvert |
|
Type |
Free flow rectangular culvert |
Number |
1 (One) |
Length |
140.46 m (considering both units) |
Size (width x height) |
2.4 m x 1.3 m |
Bed Slope |
1 in 500 and horizontal at cascade structure |
Maximum Tail water level |
1091.30 m amsl (at starting) |
Transmission Facilities |
|
Transmission line |
2.4 km 132 kV single circuit transmission line from powerhouse to switch yard of MMKJA (14.3 MW) and 11 km 132 kV single circuit transmission line from switch yard of |
Power and Energy |
|
Gross Head |
456.38 m |
Net Head at design discharge |
441.67 m |
Installed capacity |
13.00 MW |
Gross Annual Energy |
75.98 GWh |
Dry Energy |
12.16 GWh (16.01 % of total energy) |
Wet Energy |
63.82 GWh (83.99 % of total energy) |
-In Developing Phase