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Airport Engineering

Airport Engineering
The strength of winds is measured with the help of

None of these
Beaufort scale
Barometers
Wind indicator

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Airport Engineering
According to I.C.A.O. the recommended length of air ports is decided on

Sea level elevation
All listed here
Effective gradient percentage
Standard sea level temperature (15°C)

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

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

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Airport Engineering
Airport elevation is the reduced level above M.S.L. of

Control tower
None of these
Highest point of the landing area
Lowest point of the landing area

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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.

0.001
0.0043
0.0026
0.0065

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Airport Engineering
The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be

3030 m
3130 m
2845 m
2910 m

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