BE Exam Papers of SURVEYING SUMMER 2019 [Download] | Surveying GTU Exam Papers 2130601 PDF 2019 | 2130601 GTU Paper PDF Download BE Civil

BE Exam Papers of SURVEYING SUMMER 2019 [Download] | Surveying GTU Exam Papers 2130601 PDF 2019 | 2130601 GTU Paper PDF Download BE Civil Engineering

In this Civil Experience article, you can Download GTU BE Exam Papers of SURVEYING SUMMER 2019 Exam Paper PDF Download June 2019 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 2019 2nd year (3rd Semester) 2130601 Papers New Surveying Previous Question Paper

Download GTU Exam Papers of SURVEYING SUMMER 2019

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BE Exam Papers of SURVEYING SUMMER 2019 [Download] | Surveying GTU Exam Papers 2130601 PDF 2019 | 2130601 GTU Paper PDF Download BE Civil
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Surveying (2130601 Papers) Years Date

Surveying GTU Exam Paper - 10/03/2021

Surveying GTU Exam Paper - 28/11/2019

Surveying GTU Exam Paper - 04/06/2019

Surveying GTU Exam Paper - 28/11/2018

Surveying GTU Exam Paper - 21/05/2018

Surveying GTU Exam Paper - 31/05/2017

Surveying GTU Exam Paper - 02/01/2017

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

Subject Name Surveying
Subject Code 2130601
Subject Credits 5
Year 2nd year (3rd Semester) Subject
Exam Date 04 June 2019

Surveying (2130601 Papers) Exam Paper

GUJARAT TECHNOLOGICAL UNIVERSITY

BE - SEMESTER– III EXAMINATION – SUMMER 2019

Subject Code: 2130601

Subject Name: Surveying

Date: 04/06/2019

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 State the principle of plane tabling. 03
b Which are the methods of plane tabling? Explain any two in detail. 04
c ABCD is a closed traverse in which the bearing of DA has not been observed.
The rest of the field record is as follows: Find the bearing of line DA
ABCD is a closed traverse in which the bearing of DA has not been observed.<br>The rest of the field record is as follows: Find the bearing of line DA
07
Q2 a Enumerate the method to find RL of the instrument axis when the base of the object is accessible. 03
b Which are the methods of measuring horizontal angles? Briefly describe the repetition method. 04
c Explain the temporary adjustments of a theodolite.

Or


Which are the methods of traversing? Explain fast angle method and loose needle method in detail
07
Q3 a What is basic principle of trigonometric levelling and the difference between plane and geodetic methods? 03
b A theodolite was set up at a distance of 140 m from tower. The angle of elevation to the top of the parapet was 11°8' while the angle of depression to the foot of the wall was 2°12'. The staff reading on the BM of RL 60.25 with telescope horizontal was 0.880. Find the height of the tower and the RL of the top of the parapet 04
c Derive the expression for computing horizontal distance and elevation in trigonometric levelling while base of the object is inaccessible and instrument stations are in same vertical plane with the elevated object for the instrument axes at (i) the same level and (ii) different levels. 07

Or

Q3 a Explain the horizontal curve. 03
b Two straights intersect at chainage 3000 m and the angle of intersection is 120°. If the radius of the simple curve to be introduced is 600 m, find the following:
(I) Tangent distance
(ii) Chainage of the point of commencement
(iii) Length of the long chord
04
c Draw the sketch explaining elements of a simple circular curve. Define: Point of intersection, angle of deflection, point of curvature, tangent distance, long chord, mid ordinate, an external distance 07
Q4 a What is a transition curve? State the requirements of a transition curve. 03
b How would you find out whether the vertical curve will have convexity upwards or downwards if the gradients on the two sides of the apex are given? 04
c The following offsets were taken at 10 m intervals from a survey line to an irregular boundary line.
2.50,4.40,6.60,5.50,7.40,8.70,7.80,6.50,4.30,3.20
calculate the area enclosed between the survey line, the irregular boundary line and the first and last offsets by
(i) The trapezoidal Rule
(ii) Simpson's Rule
07

Or

Q4 a The area of the irregular figure was measured with a planimeter having the anchor point outside the figure. The initial and final readings were 5.835 and 9.354 m respectively. The zero marks of the dial didn't passed the index mark during the measurement. The tracing arm was get to the natural scale ( M = 100 square cm). The scale of the map was 1 cm = 10 m. Find the area of the figure 03
b Which are the methods of measurement of the area by offset from baseline? Explain mid ordinate and average ordinate rules. 04
c Find the area of the closed traverse having the following data, by the coordinate method.
Find the area of the closed traverse having the following data
07
Q5 a The area enclosed by the contours in a reservoir are as follows:
The topwater level is 195 m and the lowest point in the reservoir is 175 m. Find the volume of water ( reservoir capacity) between the contours 175 m and 195 m by
(I) The trapezoidal formula and
(ii) The prismoidal formula
BE Exam Papers of SURVEYING SUMMER 2019 [Download] | Surveying GTU Exam Papers 2130601 PDF 2019 | 2130601 GTU Paper PDF Download BE Civil
03
b Explain the method of finding volume by prismoidal formula 04
c What is planimeter? Explain the components and use of it 07

Or

Q5 a Describe horizontal control in Hydrography 03
b Which are the instruments used for taking soundings? Explain Shore signals and buoys in detail 04
c Write a short note on setting out a building 07

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