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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

300
3000
Unrestricted
Zero

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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 reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

2500 m
3250 m
3000 m
3725 m

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Airport Engineering
The best direction of a runway is along the direction of

Line clear of wind rose diagram
Longest line on wind rose diagram
Shortest line on the wind rose diagram
None of these

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Airport Engineering
The engine failure case for determining the basic runway length may require

Only stop way
Either a clearway or a stop-way or both
Only clearway
Either a clearway or a stop-way

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

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

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MORE MCQ ON Airport Engineering

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