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Surveying - 1 - Dec 2014
Civil Engineering (Semester 3)
TOTAL MARKS: 80
TOTAL TIME: 3 HOURS
(1) Question 1 is compulsory.
(2) Attempt any three from the remaining questions.
(3) Assume data if required.
(4) Figures to the right indicate full marks.
1 (a) Explain cumulative and compensating errors in chaining.(4 marks)
1 (b) Describe temporary adjustment of prismatic compass.(4 marks)
1 (c) Explain the reciprocal levelling and state its advantages.(4 marks)
1 (d) Differentiate between consecutive co-ordinate and independent coordinate.(4 marks)
1 (e) Explain the characteristics of contour lines.(4 marks)
1 (f) Explain geodetic surveying.(4 marks)
2 (a) Write short notes on compound levelling and profile levelling.(5 marks)
2 (b) A chaining pass a porid,stations P and Q were selected on opposite side of the pond. A line PA,200 m long, was set out of the left of PQ ,and a line PB was set out on the right such that A,Q and B are collinear. The length of PB was 250m. The length of AQ and QB were meassured to be 125m and 150m respectively. The chainage at P is 1020.55m. Calculate the chainage of Q.(5 marks)
2 (c) The following bearings were observed while traversing with compass. Find which stations are affected by local attractions and work out corrected bearing of the lines of closed traverse.
Line | F.B. | B.B. |
AB | 191° 30' | 13° 0' |
BC | 69° 30' | 246°30' |
CD | 32° 15' | 210° 30' |
DE | 262° 45' | 80° 45' |
EA | 230° 15' | 53° 00' |
<colgroup width="85"> </colgroup> <colgroup width="106"> </colgroup> <colgroup width="85"> </colgroup>
Line | Lat (m) | Dep (m) |
AB | -173.20 | 100.00 |
BC | -314.50 | 128.40 |
CD | 86.60 | 50.00 |
DE | 250.00 | 0.00 |
EA | 154.90 | -280.00 |
<colgroup width="85"> </colgroup> <colgroup width="106"> </colgroup> <colgroup span="10" width="85"> </colgroup>
Distance (m) | 0 | 5 | 12 | 18 | 24 | 36 | 48 | 60 | 72 | 81 | 90 |
Offset (m) | 3.8 | 3.3 | 2.4 | 1.8 | 0.9 | 1.5 | 1.8 | 2.2 | 3 | 3.3 | 3.6 |
Calculate the area enclosed between the chan-line, the hedge and the end-offsets by simpson's rule & trapezoidal rule.(10 marks)
Write short note on any four.
6 (a) Hypotenusal allowance.(5 marks) 6 (b) Types of variations.(5 marks) 6 (c) Sources of error in levelling.(5 marks) 6 (d) Spire test.(5 marks) 6 (e) Orientation in plane table surveying.(5 marks)