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Airport Engineering

Airport Engineering
From the end of an instrumental runway, the approach surface rises outwards

1 in 30
1 in 40
1 in 50
1 in 20

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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

75 m
25 m
50 m
100 m

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Airport Engineering
The threshold markings are

All listed here
1 m clear space between adjacent
Placed symmetrically on either side of the runway centre line
4 m wide

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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
All listed here
Aircraft rear loading door is far away from terminal building

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Airport Engineering
For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is

0.4
0.5
0.6
0.75

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Airport Engineering
The minimum width of clearway is

250 m
100 m
50 m
150 m

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