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Airport Engineering

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
0.4
0.5
0.6

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Airport Engineering
For the taxiways, the following statement is true

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

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Airport Engineering
Conical surface of the approach area rises outwards

1 in 15
1 in 25
1 in 20
1 in 10

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

0.03
0.04
0.05
0.07

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

0.069444444444444
0.045138888888889
0.047222222222222
0.043055555555556

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Airport Engineering
The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

2560 m
2460 m
2660 m
2360 m

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