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  • Question
  • An imaginary line lying throughout on the surface of the earth and preserving a constant inclination to the horizontal, is called


  • Options
  • A. contour line
  • B. contour gradient
  • C. level line
  • D. line of gentle scope.

  • Correct Answer
  • contour gradient 


  • Surveying problems


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    • 1. If ? and ? be the elevations of two objects A and B respectively, ? be the angle observed by a sextant. The correct horizontal angle is

    • Options
    • A.
    • B.
    • C.
    • D. none of these.
    • Discuss
    • 2. The difference in the lengths of an arc and its subtended chord on the earth surface for a distance of 18.2 km, is only

    • Options
    • A. 1 cm
    • B. 5 cm
    • C. 10 cm
    • D. 100 cm.
    • Discuss
    • 3. If the long chord and tangent length of a circular curve of radius R are equal the angle of deflection, is

    • Options
    • A. 30°
    • B. 60°
    • C. 90°
    • D. 120°
    • E. 150°.
    • Discuss
    • 4. The bearing of C from A is N 30° E and from B, 50 metres east of A, is N 60° W. The departure of C from A is

    • Options
    • A. 50 m
    • B. 50 3 m
    • C. 25 3 m
    • D. 25 m
    • Discuss
    • 5. The smaller horizontal angle between the true meridian and a survey line, is known

    • Options
    • A. declination
    • B. bearing
    • C. azimuth
    • D. dip.
    • Discuss
    • 6. In horizontal angles, the error due to imperfect levelling of the plate bubble is

    • Options
    • A. large when sights are nearly level
    • B. large for long sights
    • C. less for steeply inclined sights
    • D. large for steeply inclined sights.
    • Discuss
    • 7. The slope correction for a 3° slope for a length of 100 m, is

    • Options
    • A. -0.11 m
    • B. -0.12 m
    • C. -1.87 m
    • D. -0.137 m
    • Discuss
    • 8. If vertical angles of inclined sights do not exceed 10° and non-verticality of the staff remains within 1°, stadia system of tacheometric observations are made on

    • Options
    • A. staff normal
    • B. staff vertical
    • C. staff normal as well as vertical
    • D. none of these.
    • Discuss
    • 9. The instrument which is used in plane tabling for obtaining horizontal and vertical distances directly without resorting to chaining, is known as

    • Options
    • A. Plane alidade
    • B. telescopic alidade
    • C. clinometer
    • D. tacheometer.
    • Discuss
    • 10. While surveying a plot of land by plane tabling, the field observations

    • Options
    • A. and plotting proceed simultaneously
    • B. and plotting do not proceed simultaneously
    • C. and recorded in field books to be plotted later
    • D. all the above.
    • Discuss


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