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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
0.25
0.15
0.2

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

Alligator cracking
Mud pumping
Warping cracks
Shrinkage cracks

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Airport Engineering
The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are

4.2 m and 50 m
3 m and 30 m
4.2 m and 30 m
3 m and 45 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
51 m
45 m

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Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2800 m
2700 m
2500 m
2600 m

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Airport Engineering
The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be

450 kmph and 500 kmph
500 kmph and 500 kmph
450 kmph and 450 kmph
500 kmph and 450 kmph

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