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. Personal error in leveling occurs due to

2 / 50

2. The true bearing of a line can be calculated as (Where the declination is to the east.)

3 / 50

3. Find the RL of the collimation line. If the RL of BM is 100 m & BS staff reading is 5.35 m

4 / 50

4. The boundary of water of a still lake is

5 / 50

5. The contour interval depends upon

6 / 50

6. Right face and left face readings are taken to

7 / 50

7. The levelling head of a transit theodolite consists of

8 / 50

8. A leveling station is a point where:

9 / 50

9. Size of a theodolite is specified by

10 / 50

10. The process of turning the telescope about the vertical axis in a horizontal plane is known as

11 / 50

11. Limiting the length of offset depends upon

12 / 50

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

13 / 50

13. Orientation is the operation of keeping the table at successive stations such that:

14 / 50

14. "Cross-sectioning" and "Longitudinal sectioning" is

15 / 50

15. Height of instrument method of leveling, as compared to the rise and fall method, is

16 / 50

16. *The two-peg method is used to check the parallelism between the

17 / 50

17. Contour lines look to cross each other in the case of

18 / 50

18. If the temperature increases, the sensitivity of a bubble tube

19 / 50

19. Azimuth (direct angles) is an angle measured in

20 / 50

20. An invert is taken when the point is

21 / 50

21. Bowditch's rule is applied to

22 / 50

22. Which one is wrong?

23 / 50

23. If the bearing of AB is N 30° W and the bearing of BC is N 40° E, then find the angle < ABC

24 / 50

24. In the direct method of contouring, the process of locating points lying on a contour is known as

25 / 50

25. The two-point problem as compared to the three-point problem is:

26 / 50

26. Ten readings were recorded in a level field book. If the instrument was shifted after the 2nd and 6th readings, then the foresight readings are

27 / 50

27. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as

28 / 50

28. The sensitivity of the bubble tube expressed in terms of the angular value of one division of the bubble is given by

29 / 50

29. The survey stations set up during traversing with the compass should be such that

30 / 50

30. The distance between terminal points computed from a subsidiary traverse run between them is known as

31 / 50

31. Chain surveying is used for a small area in

32 / 50

32. The vertical distance between any two consecutive contours is known as

33 / 50

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

34 / 50

34. In a closed traverse, the closing error should not be more than (where N is the no. of sides of the traverse)

35 / 50

35. For a tacheometer, the additive and multiplying constants are respectively

36 / 50

36. The absence of chromatic aberration in a telescope is known as

37 / 50

37. The central angle subtended by an arc of 30m of the curve

38 / 50

38. "Fiducial edge" is the working edge of

39 / 50

39. Closed contours with higher value inside represent a

40 / 50

40. The magnification of a telescope lens depends upon

41 / 50

41. The maximum number of omitted measurements that can be calculated from latitudes and departures of a closed traverse is

42 / 50

42. The method of leveling in which the plane table is set at only one station to take detail is known as:

43 / 50

43. A traverse survey can be plotted

44 / 50

44. In a prismatic compass,

45 / 50

45. A 30 m long chain when tested should not show errors exceeding

46 / 50

46. In a closed traverse by included angles, the sum of measured interior angles should be equal to

47 / 50

47. In survey works, declination varies from time to time and place to place. The main important variation is

48 / 50

48. The types of survey used to fix property lines are

49 / 50

49. Geodetic survey is different from plane surveying because of

50 / 50

50. Working edge of alidade is called

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