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Airport Engineering

Airport Engineering
The maximum length and pavement strength of the runway is that of

B 2
A 1
G 7
B 3

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Airport Engineering
If the monthly mean of average daily temperature for the hottest month of the year is 25°C and the monthly mean of the maximum daily temperature of the same month of the year is 46°C, the airport reference temperature is

48°C
25°C
32°C
35.5°C

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Airport Engineering
The runway orientation is made so that landing and takeoff are

Along the wind direction
Against the wind direction
None of these
Perpendicular to wind direction

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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
Aircraft rear loading door is far away from terminal building
All listed here
Hot blast is directed towards the terminal building

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Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.045138888888889
0.048611111111111
0.05
0.046527777777778

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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
3725 m
3000 m

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