Network adjustment workflow
Hi Micha,
Can you explain what is the correct workflow for network adjustment?
I have made measurments in local triangulation network. Horizontal angles and horizontal distances.
If i have 7 points, and lets say point 1 has known coordinates (0,0). Do I define that point as Datum point or Reference point, and the rest of the points as New points?
How can I define Azimuth from point 1 to point 2 to be lets say (120°)?
Is it possible to input Face 1, Face 2 measurments in several rounds to spot outliers? Or am i forced to use average observations option before computing approximate coordinates and running the adjustment?
Is there and option to enter degree values in D-M-S format instead of decimal degrees?
I have tried playing around, and my orientations keep failing. When I try adding centering erorr and changing the accruacy of instrument it has little to no effect. I assume std HA and distances are out of spec, but I dont know what values to change to make it pass the test. I want to see how it affects everything.
![[image]](https://i.ibb.co/Cs6b5Hdn/Direkcioni.png)
![[image]](https://i.ibb.co/y1f25Vb/jag3d-zxy55.png)