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Airport Engineering

Airport Engineering
According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept

1 in 6
1 in 7
1 in 4
1 in 5

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Airport Engineering
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are

Unrestricted
Zero
3000
300

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Airport Engineering
Zero fuel weight of an aircraft is:

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

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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.

0.0065
0.001
0.0026
0.0043

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

Rubberised tar concrete
All listed here
Plain concrete
Asphaltic concrete

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Airport Engineering
For the proposed air port, the survey project provides

Grading plan
Master plan
Topographic plan
All listed here

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