JNTU

JNTU B.Tech II SURVEYING AND GEOMATICS Previous Question Paper (August/September - 2022 - R18)

B.Tech | II | II-I | R18 | August/September - 2022

Answer PaperPaper Code: 153BVMaximum Marks: 75Time: 3 Hours

Answer any five questions

All questions carry equal marks

Main

1

Explain the various operations involved in the execution of a chain survey.

15 marks

Answer

Chain surveying is the simplest method of surveying where the area is divided into a network of triangles and the sides are measured directly with a chain or tape. The execution involves several systematic operations:

  1. Reconnaissance: The surveyor walks over the entire area to understand the topography, identify potential obstacles, and select suitable station points to form well-conditioned triangles.
  2. Marking Stations: Once the layout is determined, station points are marked on the ground using ranging rods, wooden pegs, or iron spikes to ensure they remain visible throughout the survey.
  3. Reference Sketching: A field book is used to draw a neat sketch of the area, showing the stations, survey lines, and important physical features (buildings, trees, fences) to be located.
  4. Running Survey Lines: This involves ranging, where intermediate points are established on a long survey line to ensure it is straight, followed by chaining, where the actual distance is measured using a chain or tape.
  5. Taking Offsets: Lateral measurements are taken from the main survey lines to locate the positions of various objects. These can be perpendicular offsets (taken at right angles to the chain line) or oblique offsets (taken when objects are at an angle).
  6. Recording in Field Book: All measurements, including chainages and offsets, are meticulously recorded in a field book. The double-line or single-line method is used to represent the survey line, with offsets recorded to the left or right as observed.
  7. Plotting: Finally, the data is transferred to a drawing sheet. The framework of triangles is plotted first, followed by the details located via offsets, to produce an accurate map of the surveyed area.
215 marks
a

Explain the methods of direct and Indirect ranging.

7 marks

Answer

Ranging is the process of establishing intermediate points on a straight line between two terminal points. It is categorized into two methods:

Direct Ranging: This method is used when the two end stations are intervisible. A surveyor stands at one end station and directs an assistant to move a ranging rod until it aligns with the line of sight between the two stations. The assistant then fixes the rod in the ground. This process is repeated to establish the required number of intermediate points.

Indirect Ranging (Reciprocal Ranging): This method is employed when the two end stations are not intervisible due to high ground or an obstacle. Two intermediate points are selected such that both end stations are visible from both points. Two surveyors stand at these intermediate points and alternately signal each other to shift their respective rods until both rods are in the same straight line as the end stations. This process is repeated until all four points (two end and two intermediate) are collinear.

b

Explain the function of Surveyor’s compass.

8 marks

Answer

Sign in to view the complete answer paper.

3

Following consecutive staff readings were taken with a level along a sloping ground line AB at a regular distance of 20m by using 4m leveling staff 0.352, 0.787, 1.832, 2.956, 3.758, 0.953, 1.766, 2.738, 3.872, 0.812, 2.325 and 3.137. Rule out a page of level field book, enter the above readings. RL of points A is 320.288m. Calculate RL of all the points by rise and fall method and work out the gradient of line AB.

15 marks

Answer

Sign in to view the complete answer paper.

415 marks
a

Discuss the characteristics of contour lines.

5 marks

Answer

Sign in to view the complete answer paper.

b

Define Contour and Contour gradient. State the various applications of Contour map in Civil Engineering.

10 marks

Answer

Sign in to view the complete answer paper.

5

Explain how you would carry out various temporary adjustments required for setting up a theodolite at a station point with neat sketch.

15 marks

Answer

Sign in to view the complete answer paper.

6

A theodolite was set up at a distance of 180m from a light house and the angle of elevation to its top and depression to its base were observed as 22° 45′ and 10° 12′ respectively. The reading on a staff held on B.M. of R.L. 175.590m was 1.85m with line of collimation horizontal. Calculate:

15 marks
a

The height of light house

7 marks

Answer

Sign in to view the complete answer paper.

b

The R.L of top.

8 marks

Answer

Sign in to view the complete answer paper.

715 marks
a

Explain the working principle of Total station and list the salient features of Total Station.

7 marks

Answer

Sign in to view the complete answer paper.

b

Explain the basic principles of GPS and its application in surveying.

8 marks

Answer

Sign in to view the complete answer paper.

815 marks
a

Derive an expression for relief displacement on a vertical photograph.

7 marks

Answer

Sign in to view the complete answer paper.

b

Explain the procedure for aerial survey.

8 marks

Answer

Sign in to view the complete answer paper.

About this paper

This page contains the question paper of SURVEYING AND GEOMATICS from JNTU for B.Tech CE II II-I, August/September - 2022, R18.

For the solved question paper with answers, switch to the Answer Paper tab.

Other papers in SURVEYING AND GEOMATICS

Loading Question Papers

Fetching data from database...