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. Tellurometer uses

2 / 50

2. The tacheometric method is a more suitable method for preparing the contour map of

3 / 50

3. The types of errors that are of a cumulative nature and can be corrected are known as

4 / 50

4. A 30m chain was found to be 20cm too long after chaining 1500m. The correct length of the total distance chained will be

5 / 50

5. Working edge of alidade is called

6 / 50

6. A poor fix of the table is:

7 / 50

7. A field is measured with a 1.0 percent too-long chain is found to be 10,000 acres. The corrected area of the field will be

8 / 50

8. In an internal focusing type of telescope, the negative lens provided is

9 / 50

9. In the whole circle system, the bearings are measured

10 / 50

10. 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

11 / 50

11. You are requested to carry out a survey for the construction of a small airport in a mountainous region of Nepal. Which of the following surveying method will you choose?

12 / 50

12. The designation of scale recommended by IS: 1491-1959 is

13 / 50

13. Compensator is used to make the line of sight perpendicular to the vertical axis in the case of

14 / 50

14. For a station to be free from local attraction

15 / 50

15. The magnetic declination at a place is 7°20' W, the bearing given by the compass is S45°40'E, the true bearing of the place is

16 / 50

16. The difference between a level line and a horizontal line is that

17 / 50

17. In a closed traverse, the algebraic sum of deflection angles is

18 / 50

18. The closing error is given by

19 / 50

19. 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

20 / 50

20. Plane table survey is considered good as compared to other surveys since:

21 / 50

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

22 / 50

22. The purpose of triangulation in a chain survey is

23 / 50

23. In profile leveling, staff readings on two neighboring pegs 20m apart are 1.200 and 1.00, respectively. Therefore, the proposed road has a

24 / 50

24. The position of a point can be fixed more accurately by

25 / 50

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

26 / 50

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

27 / 50

27. A 20 cm theodolite means

28 / 50

28. If the quadrantal bearing of a line is N 35° W, then the whole circle bearing is

29 / 50

29. An anallatic lens is provided in a tacheometer to measure the horizontal distance.

30 / 50

30. Bowditch's rule is applied to

31 / 50

31. If the magnetic bearing of the sun at noon at a place in the southern hemisphere is 150°, the magnetic declination at that place is

32 / 50

32. *The leveling of the instrument is done such that

33 / 50

33. Handles are connected to the link by

34 / 50

34. A diagonal eyepiece is provided with a

35 / 50

35. Pick up the odd statement

36 / 50

36. The fix of the table is good when:

37 / 50

37. In leveling, the station where the back sight and foresight readings are taken is known as

38 / 50

38. If a chain is found too short on testing, it can be adjusted by

39 / 50

39. The height of instrument method is

40 / 50

40. Magnetic declination

41 / 50

41. A benchmark (BM) is a

42 / 50

42. If the intercept on the vertical staff is observed as 1.5mm from a tacheometer, the horizontal distance between the tacheometer and staff station is

43 / 50

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

44 / 50

44. The magnification of a telescope lens depends upon

45 / 50

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

46 / 50

46. *Total station measures

47 / 50

47. *The method of leveling used to carry out the reconnaissance of an area is

48 / 50

48. The included angles of the theodolite traverse are generally measured

49 / 50

49. For accurate work, in comparison to the chain, the steel band is used because it

50 / 50

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

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