Control distances are measured between new detail points of the current calculation project, and one or more existing points. The control distance analysis performs the following steps.
If FS is within the threshold, the system continues to check whether the measuring direction is appropriate to provide a valid check.
If case 1 is not successful, the system continues to check case 2.
To control a GPS point, you must measure two control distances according to case 2.
You can change the default threshold of +-13.5 degrees system table TB_SUR_SETTING, key CONTROLDISTANCE_GEOM_CHECK_THRESHOLD. The unit is the document angle unit.
The result of the control distance analysis is documented. The result can either be:
Successful control distance measurements influence the calculation results: Normalized Residuals (Wi), Local Reliability (Zi), and Coordinates Reliability (NA). Control distance have no influence on Coordinate Precision (EMA), and the Chi Square Test, and they have no impact on the altimetry results.
In step 7, Calculate Adjustment, the measurements to points that have a successful control distance measurement will not be listed in the following summaries: Analyze Normalized Residual (Wi), and Analyze Local Reliability (Zi).
In step 7, Calculate Adjustment, the calculated points that have a successful control distance measurement will not be listed under Coordinates Reliability (NA).