Surveying Online Test - Paper 3 » Winning Questions
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Surveying Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. The minimum horizontal distance between any two consecutive contours is known as

2 / 50

2. An internal focusing type of telescope is focused by the movement of

3 / 50

3. The prismatic compass and the surveyor's compass respectively give

4 / 50

4. The angular error of closure or summation error should not exceed (Where N is the number of stations or sides.)

5 / 50

5. The method of tacheometry in which the stadia hair intercept is fixed is known as

6 / 50

6. In the case of a telescopic alidade, the adjustment done is

7 / 50

7. The contour line can cross one another on a map only in the case of

8 / 50

8. If the observed reading of a level staff is 3.83m, and at the point sighted the staff is 0.15m off from the vertical through the bottom, the correct reading will be

9 / 50

9. The sensitivity of the bubble tube can be increased by

10 / 50

10. The method most suitable for plotting in hilly areas is:

11 / 50

11. Revolving of the telescope of a theodolite in a horizontal plane is

12 / 50

12. *Due to the curvature of the earth, objects look

13 / 50

13. The orientation of the table is done by

14 / 50

14. A benchmark (BM) is a

15 / 50

15. An offset more than 15m in length is known as

16 / 50

16. Butt rods are used for measuring

17 / 50

17. Magnetic declination

18 / 50

18. Setting up the plane table consists of operations:

19 / 50

19. A leveling station is a point where:

20 / 50

20. The angular and linear measurement of the part of the traverse can be checked by

21 / 50

21. *Error due to imperfect adjustment of plate level is termed as

22 / 50

22. In a double-line river, contours are

23 / 50

23. A discrepancy is the difference between

24 / 50

24. Cubic parabola is a type of

25 / 50

25. Parallax may be eliminated by

26 / 50

26. The horizontal distances obtained by tacheometry are corrected for

27 / 50

27. An example of a level surface is

28 / 50

28. The device used in computing the horizontal and vertical distances rapidly and conveniently is

29 / 50

29. If the magnetic declination is (-)6°0' and the reduced bearing of a line is S40°01'E, the true bearing of the line is

30 / 50

30. The process of bringing the vertical circle to the right of the observer is called

31 / 50

31. It is more difficult to obtain good results while measuring the horizontal distance by the stepping method

32 / 50

32. The line normal to the plumb line is known as

33 / 50

33. Diurnal variation depends upon

34 / 50

34. A poor fix of the table is:

35 / 50

35. The fix of the table is good when:

36 / 50

36. The imaginary line passing through the intersection of crosshairs and the optical center of the object is known as:

37 / 50

37. Axis method of traverse correction is used when

38 / 50

38. The error eliminated by taking the mean of both face observations is

39 / 50

39. Height of the instrument is equal to:

40 / 50

40. The representation of general topography of a very flat terrain is possible only

41 / 50

41. If the station A and B are equally affected and in the different direction, then the difference between the forebearing and back bearing of a line AB should be

42 / 50

42. Tacheometry is best suited

43 / 50

43. An anallatic lens is a.... used to remove an additive constant in a tacheometer.

44 / 50

44. The length of the perpendicular offset from a tangent to the junction of a transition curve and circular curve is equal to

45 / 50

45. Local attraction at a place may be due to

46 / 50

46. Dumpy level is used when

47 / 50

47. Well-conditioned triangle having an angle between

48 / 50

48. Which of the following terms is not associated with leveling:

49 / 50

49. The three-point problem can be solved by:

50 / 50

50. If the image formed by the objective of the telescope is not in the plane of crosshairs, it is called

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