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Airport Engineering

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

B 3
G 7
B 2
A 1

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Airport Engineering
In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

32
44
36
68

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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

0.5
0.75
0.4
0.6

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Airport Engineering
The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

2660 m
2560 m
2460 m
2360 m

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Airport Engineering
The depressions and undulations in the pavement, are caused due to

Punching effect
Impact of heavy wheel loads
All listed here
Improper compaction of sub-grade

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Airport Engineering
The landing and takeoff of the air craft is made against the direction of wind. In no case the centre line of the runway should make an angle with the wind direction exceeding

40°
20°
30°
10°

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