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Airport Engineering

Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

50 m
75 m
100 m
25 m

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Airport Engineering
The best direction of a runway is along the direction of

Shortest line on the wind rose diagram
Longest line on wind rose diagram
None of these
Line clear of wind rose diagram

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Airport Engineering
The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

2460 m
2660 m
2360 m
2560 m

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Airport Engineering
The maximum value of the angle of turning of the nose gear large jet aircrafts, is limited to

60°
20°
45°
30°

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

0.046527777777778
0.048611111111111
0.05
0.045138888888889

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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
36
32
44

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