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Airport Engineering

Airport Engineering
The bearing of the longest line of a wind rose is S 45° E, the bearing of the runway will be numbered

13
135°
31
Both (C) and (D)

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Airport Engineering
The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

3000 m
2500 m
3725 m
3250 m

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Airport Engineering
For the taxiways, the following statement is true

The permissible transverse grade is 1.5%
The maximum longitudinal grade is 3%
The permissible rate of change of grade is 1%
All listed here

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Airport Engineering
The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be.

0.0043
0.0026
0.0065
0.001

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

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

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Airport Engineering
Pick up the correct abbreviation from the following:

All listed here
L.M.M. (low powered middle marker)
V.H.F. (very high frequency)
L.O.M. (low powered outer marker)

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