- (A) equidistant from A and B
- (B) closer to the higher station
- (C) closer to the lower station
- (D) as far as possible from the line AB
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- (A) radius of level tube
- (B) length of level tube
- (C) length of bubble of level tube
- (D) none of the above
- (A) the instrument is to be shifted frequently
- (B) fly levelling is being done over long distance
- (C) many readings are to be taken from a single setting of the instrument
- (D) all of the above
- (A) inversely proportional to the scale of the map
- (B) directly proportional to the flatness of ground
- (C) larger for accurate works
- (D) larger if the time available is more
- (A) 2 m
- (B) 5m
- (C) 10 m
- (D) 20 m
- (A) d
- (B) 1/d
- (C) d2
- (D) 1/d2
- (A) 94.80 m
- (B) 99.71 m
- (C) 100.29 m
- (D) 105.20 m
- (A) decreases
- (B) increases
- (C) remains unaffected
- (D) none of the above
- (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
- (C) horizontal line is normal to plumb line while level line may not be normal to the plumb line
- (D) both are same
- (A) is less.accurate than height of instrument method
- (B) is not suitable for levelling with tilting levels
- (C) provides a check on the reduction of intermediate point levels
- (D) quicker and less tedious for large number of intermediate sights
