Engineering Surveying | Question Paper | 2075 [2019] | RE-CIE301 | SEE | DOWNLOAD


SEE - 2075 (2019)
ENGINEERING SURVEYING
RE-CIE301
Time: 1hr 15 minutes
Full Marks: 40
DOWNLOAD PDF | SEE Engineering Surveying | Question Paper | RE-CIE301 | 2075/2019
Also Check:
Check and Download | All Question Papers Of SEE | 2075/2019
Check and Download | All Question Papers Of SEE | 2074/2018
Candidates are required to give their answer according to the given instructions.

Group 'A'

Attempt any ten questions. [10x1=10]

1. What is plane table surveying?
2. Write any one use of alidate in plane tabelling.
3. Write the main function of plumbing fork.
4. What is parallax?
5. Define intermediate sight.
6. What is elevation?

7. What do you mean by 12cm theodolite?
8. What is swing theodolite?
9. Define the term contour interval.
10. Draw contour of ridge line.
11. List out any two instruments used in tachometric surveying.
12. Why anallatic lens is fitted between object lens and eye piece of telescope?
13. Write the formula for horizontal distance by subtense bar.


Group 'B'

Attempt any five questions. [5x2=10]

14. Write any four advantages of plane table surveying.
15. If the staff reading when staff base is at floor and ceiling (inverted) of a room is 1.25m and 2.75m. Find the floor height of room.
16. Name the temporary adjustment of level and explain any one shortly.

17. Write any four points which describe the geometry of theodolite.
18. Find the contour interval of map of scale 1: 20000.
19. Write any four characteristics of contour?
20. Write any two advantages and disadvantages of anallatic lens?
Group 'C'

Attempt any five questions. [5x4=20]

21. What are the different methods of plane table surveying? Explain any one with figure.
22. Following are the reading taken by dumpy level.
0.3, 0.5, 0.6, 1.7, 1.9, 2.3, 1.7, 0.4, 0.7, 1.2 and 1.0
The position of the instrument was changed after 3rd, 7th and 9th reading. Assume the RL of 1st reading as 80m. Calculate RL of all the points by applying rise and fall method with necessary check.
23. Write the sources of error in levelling with explanation.

24. Write the general procedure of measurement of horizontal angle. Also draw the figure.
25. Write any four differences between direct and indirect method of contouring.
26. Derive an equation for horizontal and vertical distance by the tangential method when both the angles are angle of elevation.

Check SEE Engineering Surveying Question paper of 2075-2019 re-cie301.
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