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InsemMar 20252019 patternSE Civil

Surveying SPPU Insem Question Paper Mar 2025

All 4 questions from this SPPU insem paper, as printed. Read them here or open the PDF.

Open the PDF
Subject code
201009
Pattern
2019 pattern
Exam
Insem
Session
Mar 2025
Max. marks
30
Time
1 Hour
Semester
IV
Paper code
[6409]-202

Printed for: S.E. (Civil) (Insem)

Instructions to the candidates

  1. Answer Q.1 or Q.2 Q.3 or Q.4.
  2. Neat sketches must be drawn wherever necessary.
  3. Figures to the right indicate full marks.
  4. Assume suitable data if necessary.
  5. Use of electronic pocket calculator is allowed.
  6. Use of cell phone is prohibited in examination hall.

Questions

  1. Q1

    1. a)

      Describe the various methods of plane table surveying. Under what conditions each is preferred?

      [4]
    2. b)

      The following levels were observed during leveling on sloping ground. 0.475, 0.990, 1.220, 1.755, 2.570, 0.780, 1.250, 1.985, 2.855. 1.155, 1.850, 2.235, 2.995. i) Tabulate the given readings and find out Reduced levels if RL of Bench mark is 150.5 m. ii) Find of slope of the ground if the distance between first and last point is 350 meter.

      [6]
    3. c)

      Define the following terms : i) Fore Bearing ii) Orientation iii) Meridian iv) Local Attraction v) Reduced Level

      [5]

  2. Q2

    1. a)

      State the following terms Dip and Declination? State its effects of True Bearing?

      [4]
    2. b)

      An observer standing on deck of a ship just sees a lighthouse. The top of light house is 42 m above sea level and height of observer eye is 6 m above sea level. Find the distance of observer from lighthouse? 2

      [5]
    3. c)

      This part has equations that don’t show as text. Open the PDF to read it.

      [6]

  3. Q3

    1. a)

      This part has equations that don’t show as text. Open the PDF to read it.

      [7]
    2. b)

      State Bowditch Rule for making corrections of consecutive coordinates of a closed traverse.

      [4]
    3. c)

      Explain the detailed steps and procedure of Temporary adjustments of a theodolite?

      [4]

  4. Q4

    1. a)

      Describe how the area of a closed traverse is calculated using independent coordinates?

      [4]
    2. b)

      The Length and Bearings of a closed traverse KLMNK was surveyed with a transit theodolite, The readings are recorded in the following Table. Find Consecutive coordinates Line Length Included angle Bearing KL 255m  K=74° 16’24” 128°30’ LM 656m  L=68° 41’16” MN 120m  M=93° 18’l6’ NK 668m  N=123° 42’00”

      [6]
    3. c)

      State different uses of theodolite. Explain anyone in detail? eeee

      [5]