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Airport Engineering

Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

3000
300
Unrestricted
Zero

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Airport Engineering
Beaufort scale is used to determine

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

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Airport Engineering
Runway threshold is indicated by a series of parallel lines starting from a distance of

15 m from runway end
3 m from runway end
10 m from runway end
6 m from runway end

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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
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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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

2500 m
3250 m
3725 m
3000 m

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