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Airport Engineering

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

0.04
0.05
0.07
0.03

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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

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

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Airport Engineering
According to I.C.A.O. all markings on the runways are painted white and on taxiways

Yellow
Black
Red
Green

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Airport Engineering
The thickness design of the pavement, is decided on the load carried by

Main gears
Nose wheel
Tail wheel
All listed here

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Rubberised tar concrete
All listed here
Asphaltic concrete
Plain concrete

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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

0.4
0.5
0.75
0.6

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