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Airport Engineering

Airport Engineering
If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than

172.5 m
145 m
162.5 m
152.5 m

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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

0.001
0.002
0.004
0.003

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Airport Engineering
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

45 m
20 m
51 m
30 m

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Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.045138888888889
0.046527777777778
0.05
0.048611111111111

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Airport Engineering
The length of clear zone for none instrument runway of a small aircraft is

150 m
750 m
600 m
300 m

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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

36
68
32
44

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