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Airport Engineering

Airport Engineering
Total correction for elevation, temperature and gradient for a runway should not be more than

0.35
0.15
0.25
0.2

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Airport Engineering
For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is

0.4
0.75
0.6
0.5

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Airport Engineering
The runway orientation is made so that landing and takeoff are

Perpendicular to wind direction
None of these
Along the wind direction
Against the wind direction

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

5.0 m
2.5 m
10.0 m
7.5 m

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Airport Engineering
Two single runways may be arranged so as to have

T-shape
All listed here
X-shape
L-shape

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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

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

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