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Airport Engineering

Airport Engineering
Beaufort scale is used to determine

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

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

Asphaltic concrete
Rubberised tar concrete
All listed here
Plain concrete

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Airport Engineering
The engine failure case for determining the basic runway length may require

Only stop way
Only clearway
Either a clearway or a stop-way
Either a clearway or a stop-way or both

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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
If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than

162.5 m
172.5 m
145 m
152.5 m

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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.001
0.004
0.002
0.003

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