OSG SA Convention for the Australian Height Datum (AHD) Survey Control Network - Permanent Survey Marks
SA Convention for the Australian Height Datum (AHD) Survey Control Network
The following table indicates the vertical accuracies of the orders and the techniques used to derive the heights quoted in the survey mark reports.
Precision |
Accuracy |
Order |
Method |
---|---|---|---|
12√K (mm) |
+/-0.10m |
3 |
3rd order levelling |
18√K (mm) |
+/-0.15m |
4 |
4th order levelling |
0.1m |
+/-0.25m |
5 |
GNSS (Static, Rapid Static & Kinematic) adjusted to the local levelling control network |
0.2m |
+/-0.50m |
6 |
GNSS (CORS RTK / RTK / PPP / AUSPOS) not adjusted to the local levelling control network |
0.5m |
+/-1.00m |
7 |
Doppler / Inertial / Photogrammetry / Vertical Angles / Other |
NA |
NA |
9 |
Scaled from topographics map |
