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 / 50

1. The telescope is said to be normal when the

2 / 50

2. Secular variation is an important factor because

3 / 50

3. The instrument used for measuring area on a contour map is

4 / 50

4. The range of accuracy in measuring distance by EDM with respect to ODM is

5 / 50

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

6 / 50

6. The outer spindle attached to the lower plate in a transit theodolite is known as

7 / 50

7. The advantage of anallatic lens is

8 / 50

8. Theodolite is an instrument used for measuring

9 / 50

9. If the level tube is out of adjustment by an angle e, when the telescope is rotated through 180°, it becomes

10 / 50

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

11 / 50

11. Local attraction at a place may be due to

12 / 50

12. If S is the value of one smallest division on the main scale, v is the value of one smallest division on the vernier, and n is the number of divisions on the vernier, then the least count is given by

13 / 50

13. Which one of the following is not a personal error?

14 / 50

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

15 / 50

15. Angle of 45° with the chain line may be set out with

16 / 50

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

17 / 50

17. A negative declination shows the magnetic meridian to the

18 / 50

18. Tellurometer uses

19 / 50

19. *The line of collimation should be parallel to

20 / 50

20. In a survey, it was recorded that Σrise = 0, then

21 / 50

21. Direct distance measurement method is more suitable to measure in

22 / 50

22. Chain surveying is used for

23 / 50

23. The longest chain line passing through the center of the area is known as

24 / 50

24. A disadvantage of plane table survey is:

25 / 50

25. The triangle formed by joining the position of the known points on plane table survey is known as:

26 / 50

26. Different grades are joined together by a

27 / 50

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

28 / 50

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

29 / 50

29. For a dumpy level in perfect adjustment, the horizontal cross hair should be in a plane

30 / 50

30. Least count is given by

31 / 50

31. The spacing of cross-sections in the indirect method of contouring depends upon

32 / 50

32. Error in tacheometric surveying is due to

33 / 50

33. The inclination of the needle to the horizontal towards the pole is called

34 / 50

34. Magnetic declination

35 / 50

35. The fundamental lines of transit of the theodolite are

36 / 50

36. In the stadia method, if k is the multiplying factor, s is the staff intercept, c is the additive constant of the instrument, then the distance equation is given by the expression

37 / 50

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

38 / 50

38. The W.C.B of a line is preferred to a quadrantal bearing merely because

39 / 50

39. If the sum of northing of a traverse exceeds the sum of southing by 2m and the sum of easting exceeds the sum of westing by 2m, the resulting closing error will be

40 / 50

40. Short offsets are measured with

41 / 50

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

42 / 50

42. If the formation level is less than the ground level, the difference between them at any point will give the

43 / 50

43. The tie line is run through the survey to

44 / 50

44. 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

45 / 50

45. During chaining along a straight line, the leader of the survey party has three arrows, and while the follower has five arrows. The distance of the follower from the starting point will be

46 / 50

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

47 / 50

47. Horizontal equivalent of a uniform slope must be

48 / 50

48. The boundary of water of a still lake is

49 / 50

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

50 / 50

50. The important points selected at the ends of the chain lines to command the boundaries of the survey are known as

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