Great video and I've applied your method to my work flow. Now, could you please explain how to use the corrected base to correct the reach rs rover files from an RTK survey? Thank you in advance for your time and effort to help all understand. Great job and thanks you so much for sharing with everyone.
Nice tutorial, me and coworker are learning more about these units but I have a question, what do you when you talk about Integer Ambiguity, I would like to know that, thank you!
Thomas, I assume you are using one Reach RS Unit. What are your settings in Reach View under [RTK Settings] and [Base Mode]?. After spending many many hours trying to learn and understand this stuff I have a new appreciation for surveyors and civil engineers (which I am not!).
This are the rtk settings: drive.google.com/open?id=1i-T_P0Yg0ijNZgSeJoKFZGehB3sz9B3H, and these are the base mode settings: drive.google.com/open?id=1ZGMiFgL6JSa4NV0hX_pdwAkijquWBuVb. Sometimes we send to an NTRIP server, but I've blanked those out.
Just to be clear the logs are from the Base Station and not the rover to calculate the Base Station Exact Real World Coordinate? If surveying how do you apply this correction to all the other points you collected with the rover? I am new to this so I am trying to learn as much as I can. Thank you.
That's correct. This guide bad-elf.com/pages/post-processing-gnss-data-with-rtklib-introduction is also very helpful for walking through some of the settings to get a better result. We're using most of these settings now, with the exception that we find continuous rather than fix-and-hold for Integer Ambiguity is giving us a more reliably accurate result. Others (community.emlid.com/t/fine-tuning-ambiguity-resolution/5766) have reported good results using Instantaneous for Integer Ambiguity, but we found Continuous to be a bit better. We're pretty new to this in our lab, too!
Hi. i make 3 or 5 points (like stop and go). I convert to RINEX. But the program like Topcon Tools or Treimble Bussines Center didn`t see interval of each point. I have thousands point. Point is one epoch. How make RINEX with my points?
Great video and I've applied your method to my work flow. Now, could you please explain how to use the corrected base to correct the reach rs rover files from an RTK survey? Thank you in advance for your time and effort to help all understand. Great job and thanks you so much for sharing with everyone.
Good information,can I ask if you had a base station in addition to the rover?
Nice tutorial, me and coworker are learning more about these units but I have a question, what do you when you talk about Integer Ambiguity, I would like to know that, thank you!
I'm not sure I can cover that one thoroughly in the comments section, but this one might be a good start? www.e-education.psu.edu/geog862/node/1750
Thomas, I assume you are using one Reach RS Unit. What are your settings in Reach View under [RTK Settings] and [Base Mode]?. After spending many many hours trying to learn and understand this stuff I have a new appreciation for surveyors and civil engineers (which I am not!).
This are the rtk settings: drive.google.com/open?id=1i-T_P0Yg0ijNZgSeJoKFZGehB3sz9B3H, and these are the base mode settings: drive.google.com/open?id=1ZGMiFgL6JSa4NV0hX_pdwAkijquWBuVb. Sometimes we send to an NTRIP server, but I've blanked those out.
02:57 Generate pos by RTKLib
05:25 Import pos to excel
07:53 One Point for example
I imagine the elevation is on the bottom of the receiver?
Just to be clear the logs are from the Base Station and not the rover to calculate the Base Station Exact Real World Coordinate? If surveying how do you apply this correction to all the other points you collected with the rover? I am new to this so I am trying to learn as much as I can. Thank you.
That's correct. This guide bad-elf.com/pages/post-processing-gnss-data-with-rtklib-introduction is also very helpful for walking through some of the settings to get a better result. We're using most of these settings now, with the exception that we find continuous rather than fix-and-hold for Integer Ambiguity is giving us a more reliably accurate result. Others (community.emlid.com/t/fine-tuning-ambiguity-resolution/5766) have reported good results using Instantaneous for Integer Ambiguity, but we found Continuous to be a bit better. We're pretty new to this in our lab, too!
The 2nd hyperlink has an included ) at the end resulting in a 404 error. Just FYI.
hello thanks for sharing, you could share the files to do the practice
Thank you
Hi.
i make 3 or 5 points (like stop and go). I convert to RINEX. But the program like Topcon Tools or Treimble Bussines Center didn`t see interval of each point. I have thousands point. Point is one epoch.
How make RINEX with my points?