Spectra Precision Survey Pro CE v3.60 GPS User Manual - Manual (Page 43)

RTK Data Collection
39
•
Unique : the solution was calculated
using less than the minimum number
of control points (1 horizontal or 2
vertical). In this case, there is no least
squares solution so the numbers in the
N Err , E Err , and/or V Err columns are
misclosures calculated from the
control points not used in the solution.
•
LSQ : the solution was calculated with
at least the minimum number of
control points (2+ horizontal and/or 3+
vertical). In this case the
N Err , E Err ,
and/or V Err columns show residuals for each point used in the
solution.
13. If you are not happy with the solution residual or misclosure
values for any point, you can change the control points used by
tapping in the
H and/or V columns. This will change the
1H[W!
button to a
6ROYH! button. Tap the 6ROYH! button to recalculate
the solution and update the residual / misclosure display.
14. When you are happy with the solution quality, tap
1H[W! to
review the parameters.
15. Examine the scale and rotation values to verify they are
reasonable. See the explanation of localization parameters (page
48) to determine what is reasonable.
16. When you are happy with the solution, tap
$FFHSW to set the
horizontal and/or vertical adjustment. If this is the first
localization solved, you will be prompted to name the site record.
If you are resolving a localization, the parameters of the existing
site will be updated.
17. Tap
&ORVH to return to the Control Points screen.