116
7.10 Traverse Adjustment
Traverse adjustment adopts method of closed difference compensation. The traverse
is determined by the starting point, middle point and end point. The coordinates of
the starting point and the end point must be known, if the starting and backsight
points are known, the software will calculate the azimuth from a known point data.
The observed value of the traverse point can be noted by【SD】measurement in data
collection function, the numbers of the end point and the known point must be
different. Set a station at the end point and observe a known point to check the angle
closure difference when carrying out the angle adjustment, the number of the
observing point must be also different to the one of the known point.
110
111
112
113
114
115
116(916)
117(917)
Starting point：111 backsight point：110 end point：116 closed
point：117
Known point：110 111 916 917