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Airport Engineering

Airport Engineering
Beaufort scale is used to determine

None of these
Direction of winds
Strength of winds
Height of air-crafts

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Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.046527777777778
0.048611111111111
0.045138888888889
0.05

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Airport Engineering
The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be

3030 m
2845 m
3130 m
2910 m

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Plain concrete
All listed here
Rubberised tar concrete
Asphaltic concrete

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Airport Engineering
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

20 m
51 m
45 m
30 m

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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

3016 m
2916 m
2816 m
2716 m

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