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Airport Engineering

Airport Engineering
Beaufort scale is used to determine

Direction of winds
None of these
Strength of winds
Height of air-crafts

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Airport Engineering
In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

68
44
36
32

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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

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

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Airport Engineering
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are

1.0, 1.5 and 2.0
1.5, 1.5 and 2.0
2.0, 2.0 and 2.0
1.0, 1.5 and 1.5

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Airport Engineering
International Civil Aviation Organization (I.C.A.O.) was set up at Montreal (Canada), in

1939
1950
1929
1947

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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
160 m
140 m
150 m

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