The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

2600 m

2700 m

2500 m

2800 m

2600 m

2700 m

2500 m

2800 m

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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

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
The capacity of parallel runway pattern depends upon

Lateral spacing between two runways and weather conditions

Weather conditions and navigational aids available

Lateral spacing between two runways, weather conditions and navigational aids available.

Lateral spacing between two runways and navigational aids available

Lateral spacing between two runways and weather conditions

Weather conditions and navigational aids available

Lateral spacing between two runways, weather conditions and navigational aids available.

Lateral spacing between two runways and navigational aids available

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Airport Engineering
In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

36

44

68

32

36

44

68

32

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Airport Engineering
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

35 kmph

45 kmph

25 kmph

15 kmph

35 kmph

45 kmph

25 kmph

15 kmph

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Airport Engineering
Geometric design of holding apron of these statements

1 and 3 are correct

1 and 2 are correct

1 alone is correct

2 and 3 are correct

1 and 3 are correct

1 and 2 are correct

1 alone is correct

2 and 3 are correct

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Airport Engineering

Airport Engineering The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

Airport Engineering Zero fuel weight of an aircraft is:

Airport Engineering The capacity of parallel runway pattern depends upon

Airport Engineering In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

Airport Engineering As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

Airport Engineering Geometric design of holding apron of these statements

Airport Engineering
The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be

Airport Engineering
Zero fuel weight of an aircraft is:

Airport Engineering
The capacity of parallel runway pattern depends upon

Airport Engineering
In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be

Airport Engineering
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed

Airport Engineering
Geometric design of holding apron of these statements