Q1
MCQ[1 Mark]
The Whole Circle Bearing (WCB) of line AB is . The length of AB is 100 m. The latitude and departure values, respectively, for this line are:
Type:
Principles of Surveying & Cartography
19 QuestionsQ2
NAT[1 Mark]
A 30 m long tape is standardized at and used to measure a 200 m line at . Coefficient of expansion = . Temperature correction in mm is
Q3
NAT[1 Mark]
The height of the plane of collimation of a levelling instrument is 100.000 m. Back Sight = 1.500 m on staff at ground point P. Reduced level of P is
Q4
MCQ[2 Marks]
Locations P and Q are separated by a wide valley. Level difference measured near P is 3.0 m, and near Q is -1.0 m. True difference in levels (in m) is
Q5
NAT[2 Marks]
Consecutive staff readings taken at 20 m intervals. Instrument shifted after 6th reading. The gradient (in %) of the ground between the first and last location is
Q6
MCQ[1 Mark]
If the horizontal distance between a staff point and point of observation is , the error due to curvature of earth is proportional to
Q7
MCQ[1 Mark]
If the quadrantal bearing of a line is , then the whole circle bearing of the line is
Q8
NAT[2 Marks]
Reciprocal levelling between A and B on opposite banks. If RL of A is 150.000 m, RL of B is
Q9
MCQ[1 Mark]
If the number of sides resulting in a closed traverse is increased from three to four, the sum of the interior angles increases by
Q10
MCQ[1 Mark]
A surveyor observes a zenith angle of during a theodolite survey. The corresponding vertical angle is
Q11
MCQ[1 Mark]
Among the following statements relating the fundamental lines of a transit theodolite, which one is CORRECT?
Q12
MCQ[2 Marks]
A map is prepared with scale 1:1000 and contour interval 1 m. Distance between adjacent contours on map is 10 mm. Ground slope is
Q13
NAT[2 Marks]
A bird flies from point P (8 m above MSL) to point Q (3 m above MSL) parallel to ground. Ground surface falling gradient is 1 in 2. Horizontal distance (in meters) between P and Q is
Q14
MCQ[1 Mark]
Direct and reversed zenith angles observed by theodolite are and . Vertical collimation correction is
Q15
MCQ[1 Mark]
A student scans a inch certificate at 600 dpi. Percentage reduction in number of pixels when scanned at 300 dpi is
Q16
NAT[2 Marks]
Trigonometric leveling from stations P and Q to top of hillock. Distance PQ = 55 m. RL of top of hillock (in m) is
Q17
MCQ[1 Mark]
Aerial photograph from flight height 3.5 km above MSL, focal length 152 mm, average ground elevation 460 m above MSL. Scale of photograph is
Q18
MCQ[1 Mark]
A line between P and Q laid on slope 1 in 5 measured as 350 m using 50 m tape short by 0.1 m. Corrected horizontal length (in m) is
Q19
NAT[1 Mark]
Bearing of survey line is . Its azimuth observed from north (in degrees) is