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Airport Engineering

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

Main gears
Nose wheel
All listed here
Tail wheel

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

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

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

Plain concrete
Rubberised tar concrete
Asphaltic concrete
All listed here

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Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

3000
300
Zero
Unrestricted

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Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2800 m
2700 m
2600 m
2500 m

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Airport Engineering
For the proposed runway stated in if the aerodrome reference temperature is 17.2°, the net designed length of the runway is

2716 m
3016 m
2816 m
2916 m

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