Civil Engineering - Surveying
Exercise : Surveying - Section 5
31.
The smaller horizontal angle between the true meridian and a survey line, is known
32.
The distance between terminal points computed from a subsidiary traverse run between them, is generally known, as
33.
For locating a distant object visible from two transit stations, the method usually preferred to, is
34.
Accidental or compensating errors of length L are proportional to
L
L
1/L.
35.
Tacheometric formula for horizontal distances using horizontal sights can also suitable be employed for inclined sights through θ by multiplying
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