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Airport Engineering

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

B 3
B 2
A 1
G 7

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

Rubberised tar concrete
All listed here
Asphaltic concrete
Plain concrete

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Airport Engineering
Two single runways may be arranged so as to have

X-shape
All listed here
L-shape
T-shape

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Airport Engineering
Calm period is the percentage of time during which wind intensity is less than

8.0 kmph
6.4 kmph
4.8 kmph
9.6 kmph

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Airport Engineering
The strength of winds is measured with the help of

Wind indicator
Beaufort scale
None of these
Barometers

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

2816 m
3016 m
2716 m
2916 m

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