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Airport Engineering

Airport Engineering
The length of runway is increased per 300 m rise above M.S.L.

0.05
0.03
0.04
0.07

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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

0.6
0.75
0.5
0.4

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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
0.001
0.0065

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Airport Engineering
The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be

500 kmph and 450 kmph
450 kmph and 450 kmph
450 kmph and 500 kmph
500 kmph and 500 kmph

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Airport Engineering
For the taxiways, the following statement is true

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

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

Barometers
Beaufort scale
None of these
Wind indicator

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