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Airport Engineering

Airport Engineering
For supersonic transport aircraft, the minimum turning radius of taxiway is

240 m
120 m
60 m
180 m

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Airport Engineering
Calm period is the percentage of time during which wind intensity is less than

8.0 kmph
9.6 kmph
4.8 kmph
6.4 kmph

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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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Airport Engineering
As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of

0.001
0.004
0.002
0.003

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Airport Engineering
If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than

162.5 m
152.5 m
145 m
172.5 m

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Airport Engineering
A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is

175 m
150 m
140 m
160 m

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