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Airport Engineering

Airport Engineering
Conical surface of the approach area rises outwards

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

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

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

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Airport Engineering
According to ICAO, all markings on the runways are

Red
Yellow
White
Black

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Airport Engineering
An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be

4 aircrafts per hour
2 aircrafts per hour
16 aircrafts per hour
1 aircraft per hour

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Airport Engineering
As per ICAO recommendation, minimum width of safety area for instrumental runway should be

450 m
300 m
78 m
150 m

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Airport Engineering
A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is

175 m
150 m
140 m
160 m

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