STONEX R2 - Page 96

STONEX R2
92
The measuring procedure automatically determines the method of data process, e.g.
intersection, 3 point intersection, etc.
If there are more measurements, the procedure will use a least squares adjustment to
determine the plan position, heights and azimuth.
The average value of face I and face II measurements is called up to the computation
process.
Easting and northing is determined by the method of least squares, including standard
deviation and improvements for HZ-direction and horizontal distances.
The final height is computed from averaged height differences based on the original
measurement.
The HZ-circle orientation is computed by the original average face I and face II
measurements and the final computed plan position.
OPERRATIONAL STEPS
OPERATION
DISPLAY
① Press [F3] in Programs menu to
enter into Free Station function.
[F3]
【Programs】 1/3 ▼
F1 Surveying (1)
F2 Stake Out (2)
F3 Free Station (3)
F4 COGO (4)
② Press [F1] in Free Station menu to
set the job.
[F1]
【Free Station 】
[ ]F1 Setting Job (1)
[ ] F2 Setting Limit (2)
F4 Start (4)
③ Select or set up a job.
Input a job: after input the details of a
new job, and press [F4] (OK).
【Setting Job】 5/8
JOB： STONEX
Name： --- ---
Date： 2011.06.18
Time： 16：02：09
Note1： -----------
Note2： -----------
LIST OK
④ The screen returns to Free Station
menu. Press [F2] to set limit.
[F2]
Setting Limit
Input Limit!
Status: ON
St. dev. X/N ： 0.000 m
St. dev. Y/E ： 0.000 m
St. dev. H/Z ： 0.000 m
St. dev. Ang： 0°00′00″
SET