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Airport Engineering

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 7
1 in 4
1 in 5
1 in 6

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Airport Engineering
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

51 m
30 m
20 m
45 m

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Airport Engineering
The lift off distance is the distance along the centre of the runway between the starting point and

End of stop-way
Point where air craft attains a height of 10.7 m
End of the runway
Point where air craft becomes air borne

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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 engine failure case for determining the basic runway length may require

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

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Airport Engineering
An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be

1 aircraft per hour
4 aircrafts per hour
2 aircrafts per hour
16 aircrafts per hour

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