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Airport Engineering

Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.046527777777778
0.048611111111111
0.045138888888889
0.05

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

0.045138888888889
0.047222222222222
0.069444444444444
0.043055555555556

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Airport Engineering
The length of clear zone for none instrument runway of a small aircraft is

150 m
750 m
600 m
300 m

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Airport Engineering
In Instrumental landing system, the middle markers are located

About 1 km. ahead of the runway threshold
About 7 km. ahead of the runway threshold
At the runway threshold
Along the extended centre line of runway end

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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

Zero
Unrestricted
3000
300

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Airport Engineering
The runway orientation is made so that landing and takeoff are

None of these
Perpendicular to wind direction
Along the wind direction
Against the wind direction

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