STUPIDSID
1(a)
What do you understand by transit theodolite?
2 M
1(b)
What do you understand by closing error?
2 M
1(c)
Explain about EDM.
3 M
Solve any one question from Q.1(d) & Q.1(e)
1(d)
Describe in detail the component parts of a theodolite
7 M
1(e)
Briefly describe Bowditch's rule.
7 M
2(a)
Define tacheometry.
2 M
2(b)
Discuss errors in tacheometry.
2 M
2(c)
Discuss the uses of analytic lens.
3 M
Solve any one question from Q.2(d) & Q.2(e)
2(d)
Describe the use of tachometer for traversing and contouring.
7 M
2(e)
It was required to determine the distance between two points. A and B by tacheometer fitted with anallatic lens (K=100, C=0) with the instrument at A and staff at B, the observations made were at vertical angle +9046' and staff intercepts of 1.915m. What is the horizontal distance AB? Later on it was found that the constants of instrument were 100 and 0.5. What would by the percentage error in the horizontal distance computed?
7 M
3(a)
What is transition curve?
2 M
3(b)
What is compound curve?
2 M
3(c)
Explain briefly the rankine's method.
3 M
Solve any one question from Q.3(d) & Q.3(e)
3(d)
Explain briefly the rankine's method.
7 M
3(e)
Describe the various types of curve with a neat sketch.
7 M
4(a)
What do you mean by base line?
2 M
4(b)
What do you mean by satellite station?
2 M
4(c)
Explain precise traversing.
3 M
Solve any one question from Q.4(d) & Q.4(e)
4(d)
Explain the various points to be considered in selection and marking of station.
7 M
4(e)
Explain triangulation principle and its importance in control survey.
7 M
5(a)
What do you mean by sounding?
2 M
5(b)
What do mean by aerial photography?
2 M
5(c)
Write the principles of photographic surveying.
3 M
Solve any one question from Q.5(d) & Q.5(e)
5(d)
Describe in detail the image processing systems in hydro graphic surveying.
7 M
5(e)
Explain the importance of remote sensing in civil engineering.
7 M
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