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Airport Engineering

Airport Engineering
Total correction for elevation, temperature and gradient for a runway should not be more than

0.15
0.35
0.2
0.25

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

Atmosphere pressure
Air density
Reduced level
All listed here

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Airport Engineering
A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is

175 m
160 m
150 m
140 m

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Airport Engineering
For the taxiways, the following statement is true

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

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

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

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Airport Engineering
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are

1.0, 1.5 and 2.0
1.0, 1.5 and 1.5
2.0, 2.0 and 2.0
1.5, 1.5 and 2.0

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