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Airport Engineering

Airport Engineering
The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be

7.5 m
2.5 m
5.0 m
10.0 m

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Airport Engineering
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

20 m
30 m
45 m
51 m

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Airport Engineering
An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be

16 aircrafts per hour
2 aircrafts per hour
4 aircrafts per hour
1 aircraft per hour

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

All listed here
Rubberised tar concrete
Asphaltic concrete
Plain concrete

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Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

300
Zero
Unrestricted
3000

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Airport Engineering
The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be

3130 m
3030 m
2845 m
2910 m

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