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Airport Engineering

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 5
1 in 7
1 in 4
1 in 6

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Airport Engineering
For the taxiways, the following statement is true

The permissible rate of change of grade is 1%
The maximum longitudinal grade is 3%
All listed here
The permissible transverse grade is 1.5%

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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

3000
300
Zero
Unrestricted

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

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

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Airport Engineering
The meteorological condition which influences the size and location of an air port is

Air density
All listed here
Atmosphere pressure
Reduced level

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

1929
1947
1950
1939

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