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Airport Engineering

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

0.35
0.2
0.25
0.15

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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

140 m
160 m
150 m
175 m

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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
0.6
0.5
0.4

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Airport Engineering
Airport elevation is the reduced level above M.S.L. of

None of these
Highest point of the landing area
Lowest point of the landing area
Control tower

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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 7
1 in 4
1 in 6

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Airport Engineering
Beaufort scale is used to determine

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

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