Dr.A.P.J.Abdul Kalam University
Bachelor of Engineering
Third Semester Main Examination, Dec-2020
Advance Surveying & Remote Sensing (CE-303)
Branch- CE
Time: 3:00 Hrs Max Marks 70
Note : (i) Attempt any five questions. All question carry equal marks.
(ii) Answer should be precise & to be point only.
(iii) Assume suitable data if necessary & state them clearly
Q.1 (a) Write down the principle of compass & difference between prismatic compass & surveyor compass.
(b) Discuss various system of bearing. How bearing can be converted from one system to another system.
Q.2 (a) Explain with line diagram principle and working of digital level. Write down the features of digital theodalite.
(b) What do you mean by total station? What are the different fundamental parameter of total station?
Q.3 (a) Two triangular station A & B are 60 Km apart and have elevation 250 m & 300 m. respectively fine the minimum height of signal required at B so that the line of side may not pass near the ground then 2 m. the ground may be assumed to have a uniform elevation of 200 m.
(b) What is the significance of base line in trangulation survey
what corrections are applied to measured base line?
Q.4 (a) Differentiate b/w the GIS & GPS.
(b) What is the working principle & construction of geodimeter?
Q.5 (a) What are the different operation involve in plan tabling?
Explain orientation of plane table in detail.
(b) What do you understand by force bearing & back bearing of a line? Explain its relationship.
Q.6 (a) Describe the detail remote sensing & GIS application in urban growth analysis.
(b) Write short note on the following-(Any 4)
(a) Classification of leveling
(b) Plan survey & geodetic survey
(c) Total station instrument
(d) Satellite station
(e) Electro optical
Q.7 (a) Discuss various operation in carring out the chain survexing.
(b) Write down the working principle of theodalite?
Q.8 (a) Explain the construction & working digital planimeter?
(b) Difference b/w Digital level & Digital theodalite.
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