Home / Civil Engineering / Airport Engineering :: section-3

Civil Engineering :: Airport Engineering

  1. Consider the following statements regarding ICAO recommendation for correction to basic runway length of these statements
    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.

  2. 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


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

  4. A.

     2.5 m

    B.

     5.0 m

    C.

     7.5 m

    D.

     10.0 m


  5. The runway orientation is made so that landing and takeoff are

  6. A.

     Against the wind direction

    B.

     Along the wind direction

    C.

     Perpendicular to wind direction

    D.

     None of these


  7. Two single runways may be arranged so as to have

  8. A.

     L-shape

    B.

     T-shape

    C.

     X-shape

    D.

     All the above


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

  10. 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


  11. The threshold markings are

  12. A.

     4 m wide

    B.

     1 m clear space between adjacent

    C.

     Placed symmetrically on either side of the runway centre line

    D.

     All the above


  13. For night landing, the thresholds are lighted

  14. A.

     Green

    B.

     Red

    C.

     White

    D.

     Yellow


  15. In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

  16. A.

     20 m

    B.

     30 m

    C.

     45 m

    D.

     51 m


  17. Castor angle is defined as the angle

  18. A.

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

    B.

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

    C.

     Between the true speed of the aircraft and the crosswind component

    D.

     Between the horizontal and the fuselage axis


  19. For supersonic transport aircraft, the minimum turning radius of taxiway is

  20. A.

     60 m

    B.

     120 m

    C.

     180 m

    D.

     240 m