BE Exam Papers Download SUMMER 2018 | Surveying GTU Exam Papers 2130601 PDF 2018 | 2130601 GTU Paper PDF Download BE Civil

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In this Civil Experience article, you can Download GTU BE Exam Papers of SURVEYING SUMMER 2018 Exam Paper PDF Download 21 May 2018 BE Civil exam paper Download GTU Question Papers (Past Exam Papers).

Download GTU (Gujarat Technological University) BE/BTech (Bachelor of Engineering / Bachelor of Technology) SUMMER 2018 2nd year (3rd Semester) 2130601 Papers New Surveying Previous Question Paper

    Download GTU Exam Papers of SURVEYING SUMMER 2018

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    Surveying (2130601 Papers) Subject Info

    Subject Name Surveying
    Subject Code 2130601
    Subject Credits 5
    Year 2nd year (3rd Semester) Subject
    Exam Date 21 May 2018

    Surveying Exam Paper



    Subject Code: 2130601

    Subject Name: Surveying

    Date: 21/05/2018

    Instructions for Surveying 2nd year (3rd Semester) GTU exam:

    1. Attempt all questions.
    2. Make suitable assumptions wherever necessary.
    3. Figures to the right indicate full marks.

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    Exam Questions for Surveying Marks
    Q1 a What is principle of plane tabling? State sources of errors during plane tabling. 03
    b Justify the usefulness of theodolite by differentiating it with dumpy level. 04
    c What is Gale’s traverse table? Calculate length and bearing of line EA if Length and bearing of other lines are as below AB-204m,87°30’, BC-226m,20°20’ , CD-187m,280°, DE192m,210°3’ 07
    Q2 a Why it is necessary to provide transition curve before and after circular curve 03
    b Describe the procedure of indirect leveling on steep ground 04
    c Enlist different methods of plane tabling and discuss any two methods in detail.


    Schematically describe different components of compound curve and find out chainage of tangents points and PCC if deflection angles and radius of two curves are 40°30’, 36°24’ and 600 m, 800 m respectively. Chainage of intersection point is 824 m.

    Q3 a State the procedure for temporary adjustment of theodolite. 03
    b Find out RL of top of hill if 3m flag is put on that hill and angle measured with two sitting of theodolite in same plane and same level with top of flag are 20° and 28° respectively. HI = 1.5 and TBM= 100.0 m. Distance between two theodolite is 5.0 m 04
    c Explain setting up of plane tabling and discuss merits and demerits of plane table survey 07


    Q3 a Explain the function of U-fork, alidade and sprit level 03
    b Give the reason of taking readings for (i) face left and face right (ii) window A and window B while using theodolite 04
    c Explain basic parts of theodolite with its function and tabulate the data for repetition method for measurement of horizontal angle by theodolite 07
    Q4 a Calculate area of figure for IR=7.8, FR=3.8 and M=100 sq cm by planimeter with anchor point outside the figure. The zero mark on the dial passed the fixed index twice in the clockwise direction. 03
    b In planimeter define (i) Zero circle (ii) Multiplier constant 04
    c Enumerate different rules used for calculation of area and discuss in detail the Simpson’s one third rule 07


    Q4 a How would you determine the capacity of reservoir? 03
    b Schematically describe the method of setting out foundation trenches of a building. 04
    c Enlist different methods of measurement of volume and discuss the method of finding out volume from given contour map. 07
    Q5 a Define (i) Normal chord (ii) Long chord (iii) Mid-ordinate 03
    b Derive the equation for degree of curve on the basis of (i) Arc definition (ii) Chord definition. 04
    c Briefly describe the principle of linear method for setting out of circular curve and derive the equation for setting out circular curve by offset from long chord method 07


    Q5 a Explain the method of locating soundings by method of two angles from the shore 03
    b Briefly describe (i)Echo sounding (ii) Rankine method of setting out of curve 04
    c What is trigonometric leveling? Derive the equation for distance and RL of object when object is not accessible and instrument axis is at different level but in same vertical plane. 07

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