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Airport Engineering

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

0.5
0.4
0.75
0.6

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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

300
Zero
3000
Unrestricted

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Airport Engineering
If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be

1200 m
1500 m
1000 m
800 m

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Airport Engineering
The slope of the obstruction clearance line from the boundary of the heliport should be

0.043055555555556
0.069444444444444
0.047222222222222
0.045138888888889

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Airport Engineering
The strength of winds is measured with the help of

None of these
Barometers
Wind indicator
Beaufort scale

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Airport Engineering
The minimum width of clearway is

100 m
50 m
150 m
250 m

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