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Airport Engineering

Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

3016 m
2816 m
2716 m
2916 m

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Airport Engineering
Runway threshold is indicated by a series of parallel lines starting from a distance of

10 m from runway end
3 m from runway end
15 m from runway end
6 m from runway end

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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

25 m
75 m
100 m
50 m

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

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

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Plain concrete
Rubberised tar concrete
Asphaltic concrete
All listed here

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Airport Engineering
Airport elevation is the reduced level above M.S.L. of

Highest point of the landing area
Control tower
Lowest point of the landing area
None of these

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