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Airport Engineering

Airport Engineering
Conical surface of the approach area rises outwards

1 in 20
1 in 15
1 in 10
1 in 25

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

A 1
G 7
B 3
B 2

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Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

75 m
100 m
25 m
50 m

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Airport Engineering
Which of the following is an example of failure in flexible pavements?

Shrinkage cracks
Warping cracks
Alligator cracking
Mud pumping

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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°
10°
30°
20°

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Airport Engineering
The air is blowing at a speed of 75 knots in the direction of the aircraft flying at a ground speed of 775 knots. The air speed of the aircraft, is

850 knots
675 knots
775 knots
75 knots

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