Last seen: September 5, 2025 3:09 pm
Sort of, we brought our GIS coordinator out for a little field work. Edge matching for the county GIS.
Although this book is not as colloquial as Uncle Paden's accounts, it still tells the story from a non-technical perspective. I highly recommend Chain...
:good: 🙂 "C" is for corner!
Are you referring to Carlson GNSS or Carlson Survey?
> ...near the Equator...+/- 44°N;-)
Central Oregon... Right about here...
Simple Question for RTK Users/Enthusers - Diagram misleadingDuly noted.
Your words...>Except it's assumed that the reason why least squares adjustments are typically being used in the first place is that there IS redund...
I think this is what they were aiming at...
TBC Facebook Post
Hmmm...You shouldn't have had to run an adjustment in the DC. If that is done it can always be cleared in the office.Did you import an ASCII file in P...
See page 6
OVTS should have read OCRS. I hate the autocomplete.
We are lucky to have several LDPs in the OVTS in Oregon. Standardized by administrative rules.We also have a legacy Low distortion coordinate system t...
That looks like transformation parameters. Is this a transformation done just to report ground distances?Looks like StarNet also applies a user specif...
So far here is what I have examined…One method shown in the Traverse PC video found here: Traverse PC Geodetics appears to be a rigorous application (...