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Airport Engineering

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

6.4 kmph
4.8 kmph
8.0 kmph
9.6 kmph

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

All listed here
Rubberised tar concrete
Asphaltic concrete
Plain concrete

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Airport Engineering
Zero fuel weight of an aircraft is:

Equal to maximum landing weight
Equal to empty operating weight
Equal to sum of empty operating weight and the maximum pay load
Less than empty operating weight

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Airport Engineering
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are

1.5, 1.5 and 2.0
2.0, 2.0 and 2.0
1.0, 1.5 and 2.0
1.0, 1.5 and 1.5

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Airport Engineering
The main disadvantage of angle nose out parking configuration of aircraft is that the

All listed here
Overall apron area required is more
Hot blast is directed towards the terminal building
Aircraft rear loading door is far away from terminal building

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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

0.002
0.003
0.004
0.001

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