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Airport Engineering

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

B 3
A 1
B 2
G 7

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Airport Engineering
In Instrumental landing system, the middle markers are located

About 1 km. ahead of the runway threshold
About 7 km. ahead of the runway threshold
Along the extended centre line of runway end
At the runway threshold

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Airport Engineering
The bearing of the longest line of a wind rose is S 45° E, the bearing of the runway will be numbered

13
31
Both (C) and (D)
135°

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

Plain concrete
All listed here
Asphaltic concrete
Rubberised tar concrete

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Airport Engineering
The threshold markings are

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

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Airport Engineering
Beaufort scale is used to determine

Height of air-crafts
None of these
Strength of winds
Direction of winds

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