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Airport Engineering

Airport Engineering
The thickness design of the pavement, is decided on the load carried by

Tail wheel
All listed here
Main gears
Nose wheel

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

0.043055555555556
0.069444444444444
0.045138888888889
0.047222222222222

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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

3130 m
2910 m
2845 m
3030 m

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Airport Engineering
The main disadvantage of angle nose out parking configuration of aircraft is that the

Aircraft rear loading door is far away from terminal building
Overall apron area required is more
All listed here
Hot blast is directed towards the terminal building

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

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

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Airport Engineering
An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be

2 aircrafts per hour
1 aircraft per hour
4 aircrafts per hour
16 aircrafts per hour

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