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Airport Engineering

Airport Engineering
The length of runway is increased per 300 m rise above M.S.L.

0.04
0.03
0.07
0.05

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Airport Engineering
Geometric design of holding apron of these statements

1 and 2 are correct
1 and 3 are correct
1 alone is correct
2 and 3 are correct

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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.001
0.002
0.004
0.003

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Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

50 m
75 m
25 m
100 m

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Airport Engineering
As per ICAO, the minimum basic runway length for A and E type of airport will be

2100 m and 600 m
2100 m and 750 m
1500 m and 600 m
1500 m and 750 m

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

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

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