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Airport Engineering

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

0.2
0.15
0.35
0.25

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Airport Engineering
The bearing of the longest line of a wind rose is S 45° E, the bearing of the runway will be numbered

13
31
Both (C) and (D)
135°

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Airport Engineering
The maximum length and pavement strength of the runway is that of

G 7
B 3
B 2
A 1

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Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

2816 m
2716 m
3016 m
2916 m

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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
10.0 m
7.5 m
2.5 m

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Airport Engineering
The thickness design of the pavement, is decided on the load carried by

Tail wheel
Main gears
Nose wheel
All listed here

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