STUPIDSID
Solve any one question fromQ.1(a,b) and Q.2(a,b)
1(a)
Explain the procedure of orienting the plane table by back sighting with sketch.
6 M
1(b)
Folllowing readings were observed during testing of a dumpy level:
a) Is the insrtument in adjustement?
b) What should the R.L. of B, if R.L. of A is 450.000m?
c) What is the collimation error in the second set?
| Instrument at | Staff Readings on | Remark | |
| A | B | ||
| A | 1.725 | 2.245 | Distance between A & B is 200 m |
| B | 2.145 | 3.045 | |
a) Is the insrtument in adjustement?
b) What should the R.L. of B, if R.L. of A is 450.000m?
c) What is the collimation error in the second set?
6 M
2(a)
Correct the bearings of a closed traverse PQRSP for a local atttraction if any.
| Line | PQ | QR | RS | SP |
| F.B. | 134° 30' | 120° 00' | 174° 30' | 276° 30' |
| B.B. | 314° 30' | 299° 20' | 356° 40' | 95° 00' |
6 M
2(b)
Explain with sketch the error occured due to curvature and error dur to refraction.
6 M
Solve any one question fromQ3(a,b) and Q.4(a,b)
3(a)
Determine the missing data for the following table of closed traverse ABCDA.
| Line | AB | BC | CD | DA |
| Length(m) | 230.5 | 250.2 | ........ | ....... |
| Bearing | N36° 45'E | S82° 48'E | S10° 15'E | N82° 43'W |
6 M
3(b)
Expalin with sketch the fixed hair method of tacheometry, when line of sight is inclined downward ( depression) and staff is vertical.
6 M
4(a)
Define the terms:
Trunion axis, Transiting, Telescope normal, Latitude, Face right.
Trunion axis, Transiting, Telescope normal, Latitude, Face right.
5 M
4(b)
A tacheometer was set up at a station P and following readings were obtained on a vertically held staff. The constants of the insturment were 100 and 0.
Find the horiziontal diastance from P to Q and the reduced level of station Q.
| Staion | Staff station | Vertical angle | Hair readings ( in mtrs) | Remarks |
| P | B.M. | -6°12' | 0.963, 1.515, 2.067 | R.L. of B.M. is = 460.650 mtrs. |
| P | Q | +7° 5' | 0.819, 1.341, 1.863 |
Find the horiziontal diastance from P to Q and the reduced level of station Q.
7 M
Solve any one question fromQ5(a,b) and Q.6(a,b)
5(a)
Two roads AB & BC meets at B with deflection angle 52° 30' at a chainage of 1280m. Calculate the necessary data for setting out a curve with radius of 150m by "radial offeset from tangent" method.
7 M
5(b)
Wriet a note on necessity and types of transition curves.
6 M
6(a)
Classify curves in different types. Draw a sketch for simple circular curves showing all its elements and derive the formula for tangent length and curve length.
6 M
6(b)
Two tangent AB and BC meets at B with deflection angle 50° 30' at a change of 1280m. Calculate e the necessary data for setting out a curve with radiius of 150 m by One theodolite method take peg interval of 20m.
7 M
Solve any one question fromQ.7(a,b) and Q.8(a,b)
7(a)
Write a short note on GLONASS (Global Navigation and Surveing 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 advantages od Space Based Positioning System (SBPS).
7 M
8(b)
Write a short note on survey for drainge line work.
6 M
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