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Surveying Previous Years Exam Paper
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Surveying GTU Exam Paper 2017
GTU paper download (Gujarat Technological University) BE (Bachelor of Engineering) or BTech (Bachelor of Technology) winter examination 2016 previous year exam for 2nd year (3rd Semester) Papers (Surveying) Previous Question Paper
If you don't remember the subject code then Surveying subject code is 2130601 Papers. We created this article to help you to find the right paper download with the help of CivilExperiences.com
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Surveying (2130601 Papers) Years Date
Surveying GTU Exam Paper - 02/06/2016
Surveying GTU Exam Paper - 23/12/2015
Surveying GTU Exam Paper - 02/06/2015
Surveying GTU Exam Paper - 20-12-2014
Surveying (2130601) Papers Subject Info
|Year||2nd Years (3rd Semester) Subject|
|Exam Date||02 January 2017|
Surveying GTU Exam Paper Read Online
I am sure that you have gone to other sites on the internet along with the official GTU site, i.e. gtu.ac.in, but you must be confused with your Download GTU Exam Papers of Surveying winter exam.
|Exam Questions for Surveying||Marks|
Inaccessible points may be located by the
(a) Radiation (b) Intersection (c) Traversing (d) Resection
|2||The U-fork and plumb bob are required for
(a) Centering (b) Orientation (c) Levelling (d) Bisecting
|3||The lower plate of theodolite is fixed to
(a) Inner spindle (b) Outer spindle (c) Levelling head (d) Shifting head
|4||If f1 be the focal length of the objective and f2 that of the eye-piece,
then magnifying power is given by
(a) f1 x f2 (b) f1 / f2 (c) f2 / f1 (d) f1 - f2
|5||Approximate bisection in a theodolite is done by the
(a) Focussing screw (b) Tangent screw (c) Clamp screw (d) Foot screw
|6||Balancing of Traverse is done according to the
(a) Bowditch’s rule (b) Transit rule (c) Third rule (d) All above
|7||The difference between face left and face right observations of a
theodolite is 4'. The error is
(a) 4' (b) 4'' (c) 2' (d) 0'
|8||Overturning of vehicles on a curve can be avoided by using a
(a) Compound curve (b) Reverse curve (c) Vertical curve (d) Transition curve
|9||The radius of a 1° curve is
(a) 1719 m (b) 1917 m (c) 1918 m (d) 1819 m
Combined correction for curvature and refraction in linear
The area of zero circle is equal to
For the determination of the area of a figure bounded by straight lines,
Where the depth of water is too much, the machine used is known as
The accessory used in setting out works is
|Q2||a||Explain three instruments of plane table survey with a sketch||03|
|b||What is orientation? Discuss the different methods of the orientation of a plane table||04|
|c||What is a closing error in a closed traverse? How will you find out its magnitude and direction?
OrList the Fundamental lines of a theodolite and explain briefly the desired relationship between these lines.
|Q3||a||Define the following:
(a) Shore signals
(c) Lead Line
|b||Differentiate between the trapezoidal rule and Simpson’s rule.||04|
|c||Discuss the steps involved in setting out the positions of piers of a bridge.||07|
|Q3||a||Give Classification of theodolites||03|
|b||Compare/distinguish between trigonometric levelling and direct levelling.||04|
|c||Explain the procedure of setting out of the building foundation.||07|
|Q4||a||What is meant by balancing a traverse? State the various rules used to do this.||03|
|b||Derive the formula for height h and distance D in trigonometric levelling when two instruments are set at different levels.||04|
|c||Explain the procedure for setting out a simple circular curve with a tape and a theodolite (Rankine’s method)||07|
|Q4||a||Define transition curve, compound curve and reverse curve.||03|
|b||Define Sounding and purpose for which soundings are required.||04|
|c||A single-level section has a formation width of 7.5 m. and side slopes 2:1. The depth of cutting at the centre at every 30 m. intervals is 1.8, 2.175, 2.55, 2.925, and 3 m. Find the volume of earthwork in the length of 120 by Trapezoidal formula and Prismoidal formula||07|
|Q5||a||List the various methods of calculating the area of a closed traverse? Explain any one.||03|
|b||Define Hydrographic surveying. What are the various operations conducted in hydrographic surveying?||04|
|c||Two tangents intersect at a chainage of 1400m the deflection angle being 24°. Calculate the following quantities for setting out a curve of radius 275m.
(1) Tangent Length
(2) Length of Long Chord
(3) Length of Curve
(4) Chainage of point of commencement and tangency
(5) Apex distance
|Q5||a||Describe types of vertical curves with sketches.||03|
|b||What are the elements of a simple circular curve? Explain with a neat sketch.||04|
|c||The latitude and departures of the lines of a closed traverse are given below. Calculate the area of traverse by the Co-ordinates method and Meridian distance method.
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