60+ Geomatics Engineering Interview Question and Answers
Q. The survey carried out to delineate natural features, such as hills, rivers, forests and manmade features, such as towns, villages, buildings, roads, transmission lines and canals is classified as A. engineering survey B. geological survey C. land survey D. topographic survey Answer: D. topographic survey Q. The chainage of the intersection point of two straights is 1585.60 m and the angle of intersection is 140o . If the radius of a circular curve is 600.00 m, the tangent distance (in m) and length of the curve (in m), respectively are A. 418.88 and 1466.08 B. 218.38 and 1648.49 C. 218.38 and 418.88 D. 418.88 and 218.38 Answer: C. 218.38 and 418.88 Q. The latitude and departure of a line AB are +78m and −45.1m respectively. The whole circle bearing of the line AB is A. 30o B. 150o C. 210o D. 330o Answer: D. 330o Q. As per IS 800: 2007 the cross-section in which extreme fibre can reach the yield stress but cannot develop the plastic moment of resistance due to local buckling is classified as A. Plastic section B. Compact section C. Semi compact section D. Shear section Answer: C. Semi compact section Q. The local mean time at a place located in longitude 90o 40′ E when the standard time is 6 hours and 30 minutes and the standard meridian is 82o 30′ E is A. 5 hours, 2 minutes and 40 seconds B. 5 hours, 57 minutes and 20 seconds C. 6 hours and 30 minutes D. 7 hours, 02 minutes and 40 seconds Answer: D. 7 hours, 02 minutes and 40 seconds Q. A bench mark has been established at the soffit of an ornamental arch at the known elevation of 100.0 m above mean sea level. The back sight used to establish height of instrument is a inverted staffreading of 2.105 m. A forward sight reading with normally held staff of 1.105 m is taken on a recently constructed plinth. The elevation of the plinth is A. 103.210 m B. 101.000 m C. 99.000 m D. 96.790 m Answer: D. 96.790 m Q. Curvature correction to a staff reading in a differential leveling survey is A. always subtractive B. always zero C. always additive D. dependent on latitude Answer: A. always subtractive Q. In quadrantal bearing system, bearing of a line varies from A. 0o to 360o B. 0o to 180o C. 0o to 90o D. 0o N to 90o S Answer: C. 0o to 90o Q. The magnetic bearing of a line AB was N 59o 30′ W in the year 1967, when the declination was 4o 10′ E. If the present declination is 3o W, the whole circle bearing of the line is A. 299o 20o B. 307o 40o C. 293o 20o D. 301o 40o Answer: B. 307o 40o Q. The type of surveying in which the curvature of the earth is taken into account is called A. Geodetic surveying B. Plane surveying C. Preliminary surveying D. Topographical surveying Answer: A. Geodetic surveying Q. The plan of a survey plotted to a scale of 10 m to 1 cm ie reduced in such a way that a line originally 10 cm long now measures 9 cm. The area os the reduced plan is measured as 81 cm2. The actual area (m2) of the survey is A. 10000 B. 6561 C. 1000 D. 656 Answer: A. 10000 Q. The focal length of the object glass of a tacheometer is 200 mm, the distance between the vertical axis of the tacheometer and the optical centre of the object glass is 100 mm and the spacing between the upper and lower line of the diagram axis is 4 mm. With the line of collimation perfectly horizontal, the staff intercepts are 1 m (top), 2m (middle), and 3 m (bottom). The horizontal distance (m) between the staff and the instrument station is A. 100.3 B. 103.0 C. 150.0 D. 153.0 Answer: A. 100.3 Q. A light house of 120 m height is just visible above the horizon from a ship. The correct distance (m) between the ship and the light house considering combined correction for curvature and refraction, is A. 39.098 B. 42.226 C. 39098 D. 42226 Answer: D. 42226 Q. The number of spectral bands in the Enhanced Thematic Mapper sensor on the remote sensing satellite Landsat-7 is A. 64 B. 10 C. 8 D. 15 Answer: C. 8 Q. __________ with someone else’s email account is now very serious offence. A. Involving B. Assisting C. Tampering D. Incubating Answer: C. Tampering Q. The minimum number of satellites needed for a GPS to determine its position precisely is A. 2 B. 3 C. 4 D. 24 Answer: C. 4 Q. The system that uses the Sun as a source of electromagnetic energy and records the naturally radiated and reflected energy from the object is called A. Geographical Information System B. Global Positioning System C. Passive Remote Sensing D. Active Remote Sensing Answer: C. Passive Remote Sensing Q: Height of instrument method of levelling is A. more accurate than rise and fall method B. less accurate than rise and fall method C. quicker and less tedious for large number of intermediate sights D. none of the above Answer: C. quicker and less tedious for large number of intermediate sights Q: Which of the following errors can be neutralised by setting the level midway between the two stations ? A. error due to curvature only B. error due to refraction only C. error due to both curvature and re-fraction D. none of the above Answer: C. error due to both curvature and re-fraction B. measuring angles to the point from at least two stations Q: The difference between a level line and a horizontal line is that A. level line is a curved line while hori-zontal line is a straight line B. level line is normal to plumb line while horizontal line may not be normal to plumb line at the tangent point to level line … Read more