STUPIDSID
Attempt any five
1 (a)
Explain Reciprocal Ranging.
4 M
1 (b)
What is offset? Explain types along with limiting length of offset.
4 M
1 (c)
Characteristics of contour.
4 M
1 (d)
Explain with neat sketch Dip and Declination.
4 M
1 (e)
Compare 'Prismatic compass and Surveyor's compass.
4 M
1 (f)
Horizontal angle measurement by Reiteration method using
Theodolite.
4 M
2 (a)
The following offsets were taken from a chain line to a Hedge:
Calculate the area enclosed by chain line, the hedge and. the end offset by
i) Simpson's Rule
ii) Trapezosdal Rule.
| Distance in “m” | 0 | 20 | 40 | 60 | 80 | 120 | 160 | 200 | 240 | 270 | 300 |
| Offsets in “m” | 24 | 20 | 16 | 12 | 8 | 10 | 14 | 16 | 20 | 22 | 26 |
Calculate the area enclosed by chain line, the hedge and. the end offset by
i) Simpson's Rule
ii) Trapezosdal Rule.
10 M
2 (b)
Explain why zero is marked at South in Prismatic compass ? and why East and West are interchanged in surveyor's compass.
6 M
2 (c)
Describe temperory adjustments of compass.
4 M
3 (a)
The following bearings were observed an open traverse, correct them where necessary for local attraction :
| Line | AB | BC | CD | DE |
| F.B. | 154° | 205° 40' | 140° | 69° 38' |
| B.B. | 334° 40' | 23° 38' | 321° 22' | 249° 38' |
8 M
3 (b)
Explain Block contouring in detail.
6 M
3 (c)
Describe principle of surveying with an example.
6 M
4 (a)
The following notes refer to the reciprocal levels:
Find:- i) The true RL of B, ii) Combined corrections for curvature and refraction. Iii) The error collimation adjustment of the instrument.
|
Instrument Station |
Staff reading on | Remarks | |
| A | B | ||
| A | 1.029 | 1.634 |
Distance between A and B=800m. |
| B | 0.943 | 1.542 | Rt. of A=421.543m. |
Find:- i) The true RL of B, ii) Combined corrections for curvature and refraction. Iii) The error collimation adjustment of the instrument.
8 M
4 (b)
Explain Orientation alongwith different methods of orientation in plane table surveying.
8 M
4 (c)
Define
i) Arbitrary meridian.
ii) True merdian
iii) Permanent BM
iv) Line of Collimation.
i) Arbitrary meridian.
ii) True merdian
iii) Permanent BM
iv) Line of Collimation.
4 M
5 (a)
Determine the elevations of hilltop; from following data;
The height of target A was 5.0m. The instrument stations were 100m apart and were in line with the target A.
| Instrument Station | Staff reading On B.M. | Vertical angleon target at hilltop | RL of BM (m) |
| O1 | 1.670 | 28° 42' | 345.58 |
| O2 | 2.55 | 18° 6' | 345.58 |
The height of target A was 5.0m. The instrument stations were 100m apart and were in line with the target A.
6 M
5 (b)
Given the following latitude and departures of the sides of traverse ABCDE,the length of CD have been omitted. Compute the length of CD for above closed traverse. Draw traverse:
| Sr No | Line | Length | Bearing | Latitude | Departure |
| 1 | AB | 217.5 | S 59° 45'E | -109.578 | +187.872 |
| 2 | BC | 308 | Due North | ? | ? |
| 3 | CD | ? | N 37° 36'W | ? | ? |
| 4 | DE | 283.5 | S 55° 18'W | -161.397 | -233.07 |
| 5 | EA | 173.15 | S 2° 40'W | -172.989 | -8.055 |
10 M
5 (c)
Compare collimation method and rise and fall method.
4 M
Attempt any four
6 (a)
Balancing BS and FS.
5 M
6 (b)
Zero circle.
5 M
6 (c)
Spire test.
5 M
6 (d)
Traversing method of plane table survey.
5 M
6 (e)
Balancing of traverse.
5 M
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