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Airport Engineering

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

Unrestricted
3000
Zero
300

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Airport Engineering
If the monthly mean of average daily temperature for the hottest month of the year is 25°C and the monthly mean of the maximum daily temperature of the same month of the year is 46°C, the airport reference temperature is

35.5°C
48°C
25°C
32°C

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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

3016 m
2816 m
2716 m
2916 m

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Airport Engineering
Zero fuel weight of an aircraft is:

Equal to empty operating weight
Equal to maximum landing weight
Less than empty operating weight
Equal to sum of empty operating weight and the maximum pay load

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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

160 m
150 m
175 m
140 m

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

0.07
0.04
0.05
0.03

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