Last seen: March 14, 2025 3:27 pm
There are a lot of "used to's" that don't apply anymore. No excuse for lazy thinking. A surveyor should be knowledgeable enough to know when to use wh...
RTK and Relative Accuracy Part 1.Something isn't adding up. RTK = PPK. PPK with longer observation time = improved accuracy (fast static). RTK with lo...
RTK and Relative Accuracy Part 1.Do you suppose the accuracy stated is for a single epoch? If so, what would be the effect of collecting a point for m...
RTK and Relative Accuracy Part 1.Actually I'm the one who said that and I gave explanation for why I said it.
I've enjoyed using the Triumph-LS. I think the form factor is odd to most people at first, until they use it for a few days. Negotiating through brush...
Cool stuff. It'd be handy to have a "truth" value on that last point you posted. Were the 60's discerning something that the 15's weren't?One thing th...
If only the manufacturers would allow RTK users the ability to collect a point for five minutes. Maybe we could petition them? Has Trimble thought of ...
Don't try to get all humble on me. It's growth and I'm proud of you for beginning to turn the corner.RTK accuracy continues to improve. As Bruce said,...
No answer for the question then?
Now that Trimble has helped us establish that PPK is equivalent to RTK*, we could ask you to provide some experience on the issue. How well do the inv...
Sorry for your loss, Peter. God bless.
Speaking of the original post...So what you are actually saying is that a positional tolerance of 0.12' in context of a 23000 acre survey is sub-stell...
So Kent. Do you think that 8mm+1ppm, as provided by Trimble, is a realistic error estimate for RTK?
I'm not sure how you keep misreading plain text. We had to traverse from static control into a swamp, and set a rod in said swamp. At the time, I can ...
One RTK survey.
The coordinates were right. I hope you set a new iron rod in the right place. That was a tough one, built on a mix of static GPS and some nasty conven...
I know you're not talking about a HARN station, but even if you were, a few days of RTK with the base occupying a HARN monument and you've already got...
Is that question coming from the same guy that determines his own error estimates for angular accuracy for his theodolites and total stations? Suddenl...
RTK has apparently disabled your ability to inverse coordinates, Andy. Two hundredths? Pfft.