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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
8.0 kmph
9.6 kmph
6.4 kmph

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Airport Engineering
The slope of the obstruction clearance line from the boundary of the heliport should be

0.043055555555556
0.047222222222222
0.069444444444444
0.045138888888889

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

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

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Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2800 m
2500 m
2600 m
2700 m

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Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

2816 m
2716 m
2916 m
3016 m

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Airport Engineering
In Instrumental landing system, the middle markers are located

At the runway threshold
About 1 km. ahead of the runway threshold
Along the extended centre line of runway end
About 7 km. ahead of the runway threshold

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