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Airport Engineering

Airport Engineering
Calm period is the percentage of time during which wind intensity is less than

4.8 kmph
6.4 kmph
8.0 kmph
9.6 kmph

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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

160 m
175 m
140 m
150 m

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

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

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

75 m
25 m
50 m
100 m

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

1950
1947
1939
1929

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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

0.004
0.003
0.001
0.002

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