B.TechSemester 32023-24Surveying And GeomaticsBCE302
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Surveying And Geomatics (BCE302) - AKTU Question Paper 2023-24

B.Tech · Semester 3 · Free PDF Download

This is the official AKTU Surveying And Geomatics Previous Year Question Paper for B.Tech Semester 3, academic session 2023-24. Published by Dr. A.P.J. Abdul Kalam Technical University (AKTU/UPTU), Lucknow. Free PDF download — no login required.

Course:B.Tech
Semester:Semester 3
Session:2023-24
University:AKTU / UPTU

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Questions Asked in 2023-24

Surveying And Geomatics (BCE302) — complete question paper · 70 marks · 3 Hours

Section AAttempt all q u e s t i o n s i n b r i e f . 2 x 7 = 14
  • a
    Write the uses of plane survey
  • b
    How the subject of surveying is classified based on instrument s or methods adopted?
  • c
    Draw sketch of compound curve
  • d
    What do you mean by the shift of transition curve?
  • e
    Write the benefits of using EDM in surveying
  • f
    Which two branches divided in terrestrial photogrammetry?
  • g
    Write the principle of remote sensing
Section BAttempt any three o f t h e f o l l o w i n g : 7 x 3 = 21
  • a
    An old plan of a field was made to a scale of 1 cm= 15m. The area of the plan was measured by a planimeter and was found to be 115.5 cm2. It was later that the plan had shrunk so that a line originally 10 cm long now measure 9.75 cm only. There was also a note that the 30 m chain used was 5 cm too short. Find the true area of the field
  • b
    What do you mean by the shift of transition curve? How is the length of transition curve selected
  • c
    A EDM slope distance AB is determined to be 672.243m. The EDM instruments is 1.815 m above station A and the prism is 1.195 m above station B. The EDM instrument is mounted on a theodolite whose optical center is 1.700 m above the station. The theodolite was used to measure t he vertical angle to a target on the prism pole, which is measured as 5o 45’ 34” . The target pole is 1.800 m above station B. Compute the horizontal distanc e AB and the elevation of station B, If the elevation of station A is 345.472 m
  • d
    Obtain an expression of elevat ion of a point by photographic measurement
  • e
    Explain with sketch different types of remote sensing
Section CAttempt any one p a r t o f t h e f o l l o w i n g : 7 x 1 = 7
  • a
    Describe the merits and deme rits of rise and fall method
  • b
    Draw contour lines for the following characteristics featur es: (i) A pond (ii) Overhanging cliff (iii) Depression
  • a
    Two straight intersect a t a deflection angle of 80o. They are to be connected by
  • a
    circular curve of radius 400 determine the length of chord and also determine the offset from the long chord to set out the curve
  • b
    Describe the method of setting out a simple curve by perpen dicular offset from the tangent
  • a
    Write objective of using Total Station. With neat sketch sh ow the parts of total station
  • b
    List out the key elements n eeded for the benefit calculation of GIS
  • a
    Find the parallax difference between the top and bottom of a building having height, given that the mean base length in the photographs is 9 8.5 mm, the flying height during exposure i s 1.500m, and the focal length o f the camera lens is 250 mm
  • b
    What do you understand by vectorization? Describe advanced technologies for primary data acquisition
  • a
    Write short notes on the IR region of the electromagnetic spectrum
  • b
    Write the short notes on the following: (i) Range finders (ii) DIAL

Question text is extracted from the official AKTU question paper PDF above. Hindi translations are omitted — every question is printed in English in the original paper. Last verified: 2026-08-23.

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