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Airport Engineering

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

Wind indicator
None of these
Barometers
Beaufort scale

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Airport Engineering
The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be

2.5 m
10.0 m
5.0 m
7.5 m

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Airport Engineering
The meteorological condition which influences the size and location of an air port is

All listed here
Air density
Atmosphere pressure
Reduced level

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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
Asphaltic concrete
All listed here
Plain concrete

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Airport Engineering
If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be

1500 m
1000 m
1200 m
800 m

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Airport Engineering
For the taxiways, the following statement is true

The maximum longitudinal grade is 3%
The permissible transverse grade is 1.5%
All listed here
The permissible rate of change of grade is 1%

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