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Airport Engineering

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

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

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Airport Engineering
According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept

1 in 5
1 in 6
1 in 7
1 in 4

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Airport Engineering
For the taxiways, the following statement is true

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

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Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2500 m
2800 m
2700 m
2600 m

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

0.25
0.15
0.35
0.2

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Airport Engineering
The length of runway is increased per 300 m rise above M.S.L.

0.07
0.04
0.05
0.03

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