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Airport Engineering

Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

100 m
50 m
75 m
25 m

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Airport Engineering
The maximum length and pavement strength of the runway is that of

G 7
B 3
B 2
A 1

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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

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

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Airport Engineering
As per ICAO, the minimum basic runway length for A and E type of airport will be

2100 m and 750 m
1500 m and 600 m
1500 m and 750 m
2100 m and 600 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

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

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Airport Engineering
Which of the following factors are taken into account for estimating the runway length required for aircraft landing?1. Normal maximum temperature2. Airport elevation3. Maximum landing weight4. Effective runway gradientSelect the correct answer using the codes given below Codes:

2 and 3
1,3, and 4
1,2,3 and 4
1,2 and 4

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