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Airport Engineering

Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

Unrestricted
300
Zero
3000

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

None of these
Barometers
Wind indicator
Beaufort scale

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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

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

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

Main gears
Tail wheel
Nose wheel
All listed here

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

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

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Airport Engineering
According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept

1 in 7
1 in 4
1 in 5
1 in 6

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