A. 0 and 100
B. 100 and 0
C. 0 and 0
D. 100 and 100
Surveying
Surveying
A. one
B. two
C. three
D. four
A. measuring angle and distance from one transit station
B. measuring angles to the point from at least two stations
C. measuring angle at one station and distance from other
D. measuring distance from two points on traverse line
A. require slope correction
B. require tension correction
C. require slope and tension corrections
D. do not require slope and tension corrections
A. linear and angular measurements of the traverse are of equal accuracy
B. angular measurements are more accurate than linear measurements
C. linear measurements are more accurate than angular measurements
D. all of the above
A. NE quadrant
B. SE quadrant
C. NW quadrant
D. SW quadrant
A. gives more accurate problem
B. takes less time
C. requires more labour
D. none of the above
A. spirit level
B. alidade
C. plumbing fork
D. trough compass
A. Contour interval on any map is kept constant
B. Direct method of contouring is cheap¬er than indirect method
C. Inter-visibility of points on a contour map cannot be ascertained
D. Slope of a hill cannot be determined with the help of contours
A. radiation
B. intersection
C. traversing
D. resection
