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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

3000
Zero
300
Unrestricted

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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

0.75
0.6
0.4
0.5

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Airport Engineering
The minimum width of clearway is

250 m
50 m
150 m
100 m

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Airport Engineering
The main disadvantage of angle nose out parking configuration of aircraft is that the

Hot blast is directed towards the terminal building
All listed here
Overall apron area required is more
Aircraft rear loading door is far away from terminal building

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Airport Engineering
The maximum value of the angle of turning of the nose gear large jet aircrafts, is limited to

20°
60°
30°
45°

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Airport Engineering
The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are

(61500, 5600)
(8000, 7000)
(6500, 6000)
(5800, 5200)

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