[Download] GTU Exam Papers of Advanced Surveying 2016 | Advanced Surveying GTU Exam Papers 2016 | [2016] 2140601 Exam Paper PDF GTU

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Download Gujarat Technological University GTU BE/BTech exam paper (Bachelor of Engineering / Bachelor of Technology) SUMMER 2015 4th semester (2nd-year gtu paper download) 2140601 Papers New Advanced Surveying Previous Question Paper.

Advanced Surveying GTU Paper

    Download GTU Exam Papers of Advanced Surveying

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    List of All Advanced Surveying Past Exam Papers


    List of Advanced Surveying (2140601) Exam Papers Years Date Wise
    Advanced Surveying Exam Papers GTU – 01/06/2015
    2140601 GTU BE Exam Paper GTU – 30/12/2015
    2140601 Exam Paper PDF Download – 03/06/2016
    GTU Advanced Surveying Exam Papers PDF – 22/11/2016
    2140601 PDF Exam Paper – 06/06/2017
    PDF Advanced Surveying Past Year Papers – 24/05/2018
    2140601 Papers – 05/12/2018
    GTU Exam Papers Download – 17/05/2019
    Advanced Surveying Exam Papers GTU – 13/12/2019
    Advanced Surveying Exam Papers GTU – 27/10/2020
    Advanced Surveying Exam Papers GTU – 17/02/2021

    Advanced Surveying (2140601) Exam Papers Subject Info

    Subject Name Advanced Surveying
    Advanced Surveying Subject Code 2140601
    Subject Credits 5
    Year 2nd year Subject
    Download Gtu Exam Papers Of Advanced Surveying | Advanced Surveying Gtu Exam Papers | 2140601 Exam Paper Pdf Gtu


    Advanced Surveying (2140601 Papers) Exam Paper



    Subject Code: 2140601

    Subject Name: Advanced Surveying

    Date: 03/06/2016

    Instructions for Advanced Surveying 2nd year GTU exam paper:

    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 Advanced Surveying Marks
    Q1 1 The relief displacement of a minar 72 m high on photograph is 7.2 mm and its top appears 10 cm away from principal point. The flying height of the camera, is
    a) 2000 m.
    c) 500
    2 Prime vertical is great circle passing through
    a) Celestial pole
    b) observation station
    c)zenith, nadir east & west pole of horizon
    3 Which is position of star when hour angle become zero?
    a) star on prime vertical
    b) star on culmination
    c)star on elongation
    d) star on horizon
    4 The station which is selected close to the main triangulation station, to avoid intervening obstruction, is not known as
    a) eccentric station
    b) satellite station
    c) pivot station
    d) false station
    5 Mosaics are
    a) single photograph
    b)maps are prepared from photos
    c) combination of two or more photos
    d)combination of two or more images
    6 Stereoscope is used for
    a) to fuse overlapped photo from 3 –d view
    b)measure elevation difference
    c)relief displacement
    d)co-ordinates of points
    7 The scale of the photography taken from a height of 3000 m, with a camera of focal length 15 cm, is
    a) 1 : 10,000
    b) 1:15000
    c) 1:20000
    d) 1:30000
    8 The station where observations are not made, but the angles at the station are used in triangulation series, is known as
    a) Pivot station
    b) subsidiary station
    c) satellite station
    d) main station
    9 Which of the following methods of contouring is most suitable for a hilly terrain?
    a) Direct method
    b) squaremethod
    c) cross-sections method
    d) tachometric method.
    10 Base extension can be done
    a) by prolongation
    b)by double sights
    c) both a and b
    d) none of above
    11 Systematic errors are also known as
    a) positive error
    b) cumulative error
    c) negative error
    d) random error
    12 Accidental errors follow the law of
    a) probability
    b) gravity
    c) physics
    d) mathematics
    13 Total station is a combination of
    a) Tachometer and theodolite
    b) dumpy level and compass
    c) auto level and digital level
    d) an electronic theodolite and EDM
    14 GPS use for
    a)Preparing maps
    b) ground truth verification
    c) for navigation
    d) all of above
    Q2 a Define Tachometry. Explain the procedure for finding the coefficient in the field for stadia constants K and C by various methods. 03
    Avvxsegsxbbxdf6Keww3Nwoyffz9Wbow Mgv4Ab8Q8Sh8 Yjickwz Civil Experience

    Constant are 100 & 0.3 . Staff held Vertical.
    Find The Gradient From Q to R.

    c Define weight of an observed quantity. indirect observation, condition quantity ,true value, direct observation, true error MPV


    Explain the method of correlates in theory of errors

    Q3 a Describe how total station has brought revolution in surveying? 03
    b Describe briefly the salient features of Total Station. State its field applications. 04
    c Define Azimuth, Zenith, Latitude, and Longitude. Celestial pole, vertical circle, nadir. 07


    Q3 a What is base line and How is it selected? Describe procedure of its extension. 03
    b What are the various corrections for base line? Discuss in brief what is base net? 04
    c The altitude of two proposed station A & B 100 km apart are respectively 620 m and 700 m. The intervening of obstruction situated at C, 70 km from A has an elevation of 478 m. Ascertain if A & B are intervisible and if necessary find by how much B should be raised. Show that the line of sight must now where B less than 3 m above surface of ground. 07
    Q4 a State the various points to be broadly considered in selection of station in triangulation figures. 03
    b Describe the different aspect of field work in triangulation. 04
    c Define Tilt, Isocentre, Side lap, Crab, Principle Point, Oblique photo, exposure station. 07


    Q4 a What are the uses of aerial Photogrammetry? 03
    b Difference between terrestrial and aerial photogrammetry. 04
    c Calculate the total number of photograph require to cover of 15 km X 15 km longitudinal overlap is 60%, side overlap is 30%, focal length f=150 mm, Scale of the photograph is 1:10000, Size of the photograph is 23cm X 23 cm. 07
    Q5 a Explain basic principle of Remote Sensing. Short note on idealized remote sensing. 03
    b Explain the components of remote sensing. 04
    c Write function of G.I.S .short note on geospatial data. 07


    Q5 a Discuss basic principle of operation and different techniques for E.D.M. Instruments. 03
    b Briefly discuss digital image processing. 04
    c Find the most probable value of the angles P,Q R of the tringle PQR from the following observations
    P= 62° 23’ 35”, Q= 54° 12’ 22”, R= 63° 24’ 06”

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    FAQ 1: What is Advanced Surveying Subject Code?

    2140601 is Advanced Surveying Subject Code.

    FAQ 2: How much is the Advanced Surveying Subject Credit?


    FAQ 3: In which college year and semester do we learn Advance Surveying subjects?

    2nd year Subject in 4th semester

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