STUPIDSID
Solve any one question from Q.1(a,b) &Q.2(a,b)
1(a)
Enlist and explain the function of each of the instruments required for plane table surveying.
6 M
1(b)
Following readings were observed during a reciprocal leveling with one level:
i) Find the true R.L. of B, if R.L. of A = 378.655 m.
ii) Find the combined correction due to curvature and refraction.
iii) Find the collimation error.
| Instrument at | Staff Readings on | Remarks | |
| A | B | ||
| A | 0.656 | 2.097 | Distance between |
| B | 0.867 | 2.298 | A &B is 950 m |
i) Find the true R.L. of B, if R.L. of A = 378.655 m.
ii) Find the combined correction due to curvature and refraction.
iii) Find the collimation error.
6 M
2(a)
Correct the bearing of a closed traverse PQRSP for a local attraction if any.
| Line | PQ | QR | RS | SP |
| F.B. | S45°30'E | S60°00'E | S5°30'E | N83°30'W |
| B.B. | N45°30'W | N60°40'W | N3°20'E | S85°00'E |
6 M
2(b)
Explain the need and procedure of the terms profile levelling and cross-sectioning with sketches in a road project
6 M
Solve any one question from Q.3(a,b) & Q.4(a,b)
3(a)
Define the following terms:
Transiting, Telescope normal, Latitude, Face right.
Transiting, Telescope normal, Latitude, Face right.
4 M
3(b)
A tacheometer was set up at a station A and the following reading were obtained on a vertically held staff. The constants of the instrument were 100 and 0.1.
Find the horiziontal distance from P to Q and the reduced level of sation Q.
| Station | Staff station | Vertical angle | Hair reading(in mtrs) | Remarks |
| P | B.M. | -4°22' | 1.050,1.103,1.156 | R.L. of B.M. |
| P | Q | +10°0' | 0.952,1.055, 1.158 | is= 1958.300mtrs. |
Find the horiziontal distance from P to Q and the reduced level of sation Q.
8 M
4(a)
Determine the missing data for the following table of a closed traverse ABCDA.
| Line | AB | BC | CD | DA |
| Length(m) | 230.5 | 250.2 | 210.8 | - |
| Bearing | N36°45'E | S82°48'E | S10°15'E | - |
8 M
4(b)
Explain the laboratory method to determine the tacheometric constant.
4 M
Solve any one question from Q.5(a,b) & Q.6(a,b)
5(a)
Two roads AB & BC meets at an angle of intersection 127°30' at a chainage of 1280 m. Calculate the necessary data for setting out a curve with radius of 150 m by the offset from long chord method.
7 M
5(b)
Enlist various linear methods of setting out curves and explain any one with sketch.
6 M
6(a)
What is meant by "transition curve"? What are the different forms of a transition curve? Give reasons to introduce the transitioon curve.
6 M
6(b)
Two tangents AB & BC meets at B with deflection angle 40° at a chainage of 1280 m. Calculate the necessary data for setting out a curve with radius of 150 m by One theodolite (with 20" L.C.) method take peg interval of 20 m.
7 M
Solve any one question from Q.7(a,b) &Q.8(a,b)
7(a)
Write a short note on segments of Space Based Positioning System.
6 M
7(b)
Write a note on setting out a building.
7 M
8(a)
Enlist the limitations of the prevalent survey techniques and so give advanatges of Space Based Positioning System.
7 M
8(b)
Enlist and explain various stages in road survey project.
6 M
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