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 strength of the fix of a plane table is:

2 / 50

2. The rise and fall method of leveling provides a complete check on

3 / 50

3. Setting up the plane table consists of operations:

4 / 50

4. Placing the table over the station such that the station plotted on the sheet is exactly above the corresponding station on the ground is:

5 / 50

5. Instrumental error in leveling is an error due to

6 / 50

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

7 / 50

7. An example of a level surface is

8 / 50

8. If the length of a transition curve is such that the full super elevation is attained at the junction with the circular curve, the resultant curve is known as

9 / 50

9. The boundary of water of a still lake is

10 / 50

10. *Accuracy of 'fix' by two-point problem is

11 / 50

11. The absence of spherical aberration in a telescope is known as

12 / 50

12. The dip of the needle

13 / 50

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

14 / 50

14. The minimum horizontal distance between any two consecutive contours is known as

15 / 50

15. While measuring horizontal distance by stepping method we should follow

16 / 50

16. The whole circle bearing 338°42" converted into quadrantal form is given as

17 / 50

17. In the case of leveling staff readings are taken by (In the case of target staff)

18 / 50

18. The effect of local attraction is observed in

19 / 50

19. The size of the plane table is:

20 / 50

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

21 / 50

21. The three-point problem is concerned with:

22 / 50

22. The last reading of leveling is always at

23 / 50

23. Hydrographic survey deals with the mapping of

24 / 50

24. In a closed traverse,

25 / 50

25. If the smallest division of a vernier is longer than the smallest division of its primary scale, the vernier is known as

26 / 50

26. The contour lines merge or cross one another on the map in the case of

27 / 50

27. In a double-line river, contours are

28 / 50

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

29 / 50

29. A series of closed contour lines on the map with higher to lower values inside them represent a

30 / 50

30. Least count is given by

31 / 50

31. To orient a plane table without two inaccessible points, the method generally adopted is:

32 / 50

32. Actually, which is not the method of plane tabling?

33 / 50

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

34 / 50

34. Axis method of traverse correction is used when

35 / 50

35. In normal condition, the difference of fore and back bearing should be?

36 / 50

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

37 / 50

37. *When it is not possible to set up the level, midway between the two points, then the difference in elevation between them is measured by

38 / 50

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

39 / 50

39. The spacing of crosshairs in a stadia diaphragm of a tacheometer is 1.5mm, and the focal length of the objective glass is 30cm, the multiplying constant of the tacheometer is

40 / 50

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

41 / 50

41. A straight line tangential to the longitudinal curve of the level tube at its center is known as

42 / 50

42. If Θ is the angle of the slope, L is the length of the slope, and H is the difference in elevation between the two ends of the link, then the slope correction will be

43 / 50

43. An imaginary line connecting the points of equal elevation on the ground surface is known as

44 / 50

44. The foremost work to be executed while traversing with a compass is

45 / 50

45. Bowditch's rule is applied to

46 / 50

46. Secular variation is an important factor because

47 / 50

47. When several contours coincide, it indicates

48 / 50

48. *For the construction of highway/railway

49 / 50

49. The upper plate

50 / 50

50. The area of the earth's surface is taken into account only if the extent of the survey is more than

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