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Airport Engineering

Airport Engineering
From the end of an instrumental runway, the approach surface rises outwards

1 in 50
1 in 20
1 in 30
1 in 40

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Airport Engineering
The depressions and undulations in the pavement, are caused due to

Impact of heavy wheel loads
All listed here
Improper compaction of sub-grade
Punching effect

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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

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

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Airport Engineering
Geometric design of holding apron of these statements

1 and 2 are correct
2 and 3 are correct
1 and 3 are correct
1 alone is correct

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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

0.5
0.4
0.6
0.75

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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
2916 m
3016 m
2816 m

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