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Airport Engineering

Airport Engineering
According to I.C.A.O. all markings on the runways are painted white and on taxiways

Red
Green
Black
Yellow

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Airport Engineering
The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

3250 m
3000 m
2500 m
3725 m

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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

2716 m
2916 m
2816 m
3016 m

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

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

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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

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

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Airport Engineering
If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be

1200 m
800 m
1000 m
1500 m

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