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What is the correct answer?

4

The reduced levels of the ends A and B of a runway are 3025 m and 3035 m and that of its mid-point is 3015 m. The reduced level of the horizontal surface, is

A. 3070 m

B. 3060 m

C. 3075 m

D. 3015 m

Correct Answer :

C. 3075 m


Related Questions

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4

The thickness design of the pavement, is decided on the load carried by

A. Main gears

B. Nose wheel

C. Tail wheel

D. All the above

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4

Zero fuel weight of an aircraft is:

A. Equal to empty operating weight

B. Equal to maximum landing weight

C. Less than empty operating weight

D. Equal to sum of empty operating weight and the maximum pay load

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4

A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 metres, the length of the transition curve, is

A. 150 m

B. 140 m

C. 160 m

D. 175 m

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4

The cruising speed of the aircraft is 500 kmph. If there is a head wind of 50 kmph, then the air speed and ground speed of the aircraft respectively will be

A. 450 kmph and 500 kmph

B. 500 kmph and 450 kmph

C. 450 kmph and 450 kmph

D. 500 kmph and 500 kmph

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4

An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilisation factor is 0.5, then the capacity of the gate will be

A. 1 aircraft per hour

B. 2 aircrafts per hour

C. 4 aircrafts per hour

D. 16 aircrafts per hour

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4

Pick up the correct statement from the following:

A. Air screw converts the energy given by the engine into speed

B. The propellers which are driven by turbine engines, are technically called turboprops

C. The aircrafts which obtain the thrust directly from turbine engine, are called turbo-jets

D. All the above

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4

If the monthly mean of average daily temperature for the hottest month of the year is 25°C and the monthly mean of the maximum daily temperature of the same month of the year is 46°C, the airport reference temperature is

A. 32°C

B. 35.5°C

C. 48°C

D. 25°C

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4

Consider the following statements: Wind rose diagram is used for the purposes of
1. Runway orientation
2. Estimating the runway capacity
3. Geometric design of holding apron of these statements

A. 1 and 2 are correct

B. 2 and 3 are correct

C. 1 and 3 are correct

D. 1 alone is correct

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4

The capacity of parallel runway pattern depends upon

A. Weather conditions and navigational aids available

B. Lateral spacing between two runways and weather conditions

C. Lateral spacing between two runways and navigational aids available

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

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4

According to I.C.A.O. all markings on the runways are painted white and on taxiways

A. Black

B. Red

C. Yellow

D. Green

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4

Consider the following statements regarding ICAO recommendation for correction to basic runway length
1. The basic runway length should be increased at the rate of 7 percent per 300 m rise in elevation above the mean sea level.
2. The basic runway length after having been corrected for elevation should be further increased at the rate of 1 percent for every 1°C rise in airport reference temperature above the standard atmospheric temperature at that elevation.
3. The runway length after having been corrected for elevation and temperature should be further increased at the rate of 20% for every 1 percent of effective gradient. Of these statements

A. 1 and 2 are correct

B. 2 and 3 are correct

C. 1 and 3 are correct

D. 1, 2 and 3 are correct

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4

The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are

A. 3 m and 30 m

B. 4.2 m and 30 m

C. 4.2 m and 50 m

D. 3 m and 45 m

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4

The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be

A. 2.5 m

B. 5.0 m

C. 7.5 m

D. 10.0 m

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4

The length of a runway under standard atmospheric conditions is 1800 m. If the actual reduced level of the site is 1200 m, the design length of the runway is

A. 2360 m

B. 2460 m

C. 2560 m

D. 2660 m

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4

Airport elevation is the reduced level above M.S.L. of

A. Control tower

B. Highest point of the landing area

C. Lowest point of the landing area

D. None of these

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4

Effective length of a runway is the distance between

A. Ends of the runway

B. Point of intersection of the obstruction clearance line and the extended plane of the runway surface, and the other end of the runway

C. Point of intersection of the glide path and the extended plane of the runway surface and the other end of the runway

D. Ends of the clear way on either side

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4

According to ICAO, all markings on the runways are

A. Yellow

B. White

C. Black

D. Red

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4

Beaufort scale is used to determine

A. Strength of winds

B. Direction of winds

C. Height of air-crafts

D. None of these

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4

Which of the following factors are taken into account for estimating the runway length required for aircraft landing?
1. Normal maximum temperature
2. Airport elevation
3. Maximum landing weight
4. Effective runway gradient Select the correct answer using the codes given below Codes:

A. 1, 2, 3 and 4

B. 1, 3 and 4

C. 2 and 3

D. 1, 2 and 4

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4

The distance between main gears is 10 m, and the distance of nose gear from centre of main gears is 30 m. If the angle of turning is 60°, the distance of centre of rotation from the nearer main gear, is

A. 12.30 m

B. 11.30 m

C. 10.30 m

D. 9.30 m

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4

Pick up the incorrect statement from the following:

A. Channelization of pavement is caused by constant use of tri-cycle gears of aircraft

B. Blast pads are used over cohesionless soils to resist erosion due to tremendous speed of the jet blast

C. Over-run areas of at least 300 m length on either side of the runway are provided

D. None of these

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4

The reduced levels of the ends A and B of a runway are 3025 m and 3035 m and that of its mid-point is 3015 m. The reduced level of the horizontal surface, is

A. 3070 m

B. 3060 m

C. 3075 m

D. 3015 m

What is the correct answer?

4

The bearing of the longest line of a wind rose is S 45° E, the bearing of the runway will be numbered

A. 135°

B. 31

C. 13

D. Both (c) and (d)

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4

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:

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

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

C. A is true but R is false

D. A is false but R is true

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4

Pick up the correct statement from the following:

A. The basic length of a runway is increased at a rate of 7% per 300 m of elevation of M.S.L.

B. The standard temperature at the site is obtained by reducing the standard sea level temperature of 15°C at the rate of 6.5°C per 1000 m rise in elevation

C. The aerodrome reference temperature is the monthly mean of the mean daily temperature for the hottest month of the year

D. All the above

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4

For the proposed air port, the survey project provides

A. Master plan

B. Topographic plan

C. Grading plan

D. All the above

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4

Pick up the correct statement from the following:

A. Landing speed is directly proportional to the wing loading

B. Wing loading remaining constant, the take off distance is directly proportional to the powder loading

C. Neither (a) nor (b)

D. Both (a) and (b)

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4

Total correction for elevation, temperature and gradient for a runway should not be more than

A. 15 %

B. 20 %

C. 25 %

D. 35 %

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4

The depressions and undulations in the pavement, are caused due to

A. Improper compaction of sub-grade

B. Impact of heavy wheel loads

C. Punching effect

D. All the above

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4

The height of the pilot's eye above the runway surface is assumed

A. 1 m

B. 3 m

C. 4 m

D. 5 m