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Airport Engineering

Airport Engineering
Beaufort scale is used to determine

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

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Airport Engineering
The depressions and undulations in the pavement, are caused due to

All listed here
Improper compaction of sub-grade
Punching effect
Impact of heavy wheel loads

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

1950
1929
1939
1947

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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
100 m
50 m

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Airport Engineering
As per ICAO recommendation, minimum width of safety area for instrumental runway should be

150 m
300 m
450 m
78 m

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Airport Engineering
The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be.

0.0043
0.0026
0.0065
0.001

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