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Technical Details
Technical Details of Phase-I & Phase-II of Gulmarg Gondola Project
|
S.No. |
|
Phase-I (Gulmarg - Kongdoor) |
Phase-II (Kongdoor - Apharwat) |
|
01. |
Slope Distance |
|
2688.08 meters |
|
02. |
Horizontal Length |
|
2539.99 meters |
|
03. |
Vertical rise on the line |
400 meters |
879.91 meters |
|
04. |
Travel speed of Cable inside station |
0 – 5 m/sec. |
0-5 m/second |
|
05. |
Maximum hourly capacity |
1500 PPH |
600 PPH |
|
06. |
Altitude of Floor |
Gulmarg – 2699.60 m Kongdoori – 3099.60 |
Kongdoori–3099.60 m Apharwat-3979.50 m |
|
07. |
Drive Terminal Location power of electric motor - Full load - Rated |
Kangdoori
370 KW 420 KW |
Kangdoori
360 KW 420 KW |
|
08. |
Tension terminal: - Location - Type of tension - Tension force |
Gulmarg Hydraulic 20.7 T |
Apharwat Hydraulic 45.9 T |
|
09. |
Main Cable Diameter Length (installed) Breaking load Average weight per meter of cable: - Bare - With empty gondolas - Full loaded |
40.5 mm 4426 m 116000 Kg.
5.72 kg/m 13.40 kg/m 20.1 Kg/m |
40.5 mm 5392 m 116000 Kgs.
5.72 Kg/m 8.80 kg/m 11.47 kg/m |
|
10. |
Number of towers - lattice |
19 |
18 |
|
11. |
Gauge of line |
4.6 m |
4.6 m |
|
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