Assertion A : Airport capacity during IFR conditions is usually less than that during VFR conditions.Reason R: During clear weather condition (VFR), the aircrafts on final approach to runway can be spaced closer during poor visibility conditions.Select your answer based on the coding system given below:

Airport Engineering
Assertion A : Airport capacity during IFR conditions is usually less than that during VFR conditions.Reason R: During clear weather condition (VFR), the aircrafts on final approach to runway can be spaced closer during poor visibility conditions.Select your answer based on the coding system given below:

Both A and R is true and R is the correct explanation of A

A is false but R is true

A is true but R is false

Both A and R is true but R is not the correct explanation of A

Both A and R is true and R is the correct explanation of A

A is false but R is true

A is true but R is false

Both A and R is true but R is not the correct explanation of A

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Airport Engineering
The capacity of parallel runway pattern depends upon

Lateral spacing between two runways and weather conditions

Lateral spacing between two runways and navigational aids available

Weather conditions and navigational aids available

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

Lateral spacing between two runways and weather conditions

Lateral spacing between two runways and navigational aids available

Weather conditions and navigational aids available

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

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Airport Engineering
Runway threshold is indicated by a series of parallel lines starting from a distance of

15 m from runway end

10 m from runway end

3 m from runway end

6 m from runway end

15 m from runway end

10 m from runway end

3 m from runway end

6 m from runway end

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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

(8000, 7000)

(6500, 6000)

(61500, 5600)

(5800, 5200)

(8000, 7000)

(6500, 6000)

(61500, 5600)

(5800, 5200)

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

120 m

240 m

60 m

180 m

120 m

240 m

60 m

180 m

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Airport Engineering
Castor angle is defined as the angle

Between the true speed of the aircraft and the crosswind component

Between the horizontal and the fuselage axis

Between the direction of wind and the longitudinal axis of the runway

Formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear

Between the true speed of the aircraft and the crosswind component

Between the horizontal and the fuselage axis

Between the direction of wind and the longitudinal axis of the runway

Formed by the longitudinal axis of the aircraft and the direction of movement of the nose gear

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Airport Engineering

Airport Engineering The capacity of parallel runway pattern depends upon

Airport Engineering Runway threshold is indicated by a series of parallel lines starting from a distance of

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

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

Airport Engineering Castor angle is defined as the angle

Airport Engineering
The capacity of parallel runway pattern depends upon

Airport Engineering
Runway threshold is indicated by a series of parallel lines starting from a distance of

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

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

Airport Engineering
Castor angle is defined as the angle