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Airport Engineering

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

B 2
B 3
A 1
G 7

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Airport Engineering
Geometric design of holding apron of these statements

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

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

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

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Airport Engineering
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

45 m
30 m
20 m
51 m

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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

0.003
0.002
0.001
0.004

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

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

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