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Airport Engineering

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

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

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Airport Engineering
For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is

0.75
0.5
0.6
0.4

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

6.4 kmph
8.0 kmph
4.8 kmph
9.6 kmph

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Airport Engineering
The best direction of a runway is along the direction of

Line clear of wind rose diagram
Longest line on wind rose diagram
None of these
Shortest line on the wind rose diagram

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Airport Engineering
For the taxiways, the following statement is true

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

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

0.05
0.03
0.04
0.07

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