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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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
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Surveying (2130601 Papers) Years Date
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Surveying (2130601 Papers) Subject Info
|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
Instructions for Surveying 2nd year (3rd Semester) GTU exam:
- Attempt all questions.
- Make suitable assumptions wherever necessary.
- Figures to the right indicate full marks.
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|Exam Questions for Surveying||Marks|
|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.
Which are the methods of traversing? Explain fast angle method and loose needle method in detail
|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|
|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
|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.
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
|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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