Technical Details of Phase-I & Phase-II of Gulmarg Gondola Project
| S.No. | Phase-I
(Gulmarg – Kongdoori) |
Phase-II
(Kongdoori – 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/sec. |
| 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 |