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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

Yellow
Red
Black
Green

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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.003
0.004
0.001
0.002

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Airport Engineering
The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be

5.0 m
7.5 m
2.5 m
10.0 m

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

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Airport Engineering
Zero fuel weight of an aircraft is:

Equal to maximum landing weight
Equal to sum of empty operating weight and the maximum pay load
Less than empty operating weight
Equal to empty operating weight

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Airport Engineering
The slope of the obstruction clearance line from the boundary of the heliport should be

0.047222222222222
0.069444444444444
0.043055555555556
0.045138888888889

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