Are you sure your pole isn't bent?
Yes, Kent seems to be focused like a laser on this one particular issue, but he is absolutely right. Unless you are computing relative error ellipses ...
Interestingly, for the 2011 standards, they removed the suggestion that your estimate of positional uncertainty be based on a MINIMALLY CONSTRAINED le...
repeat occupations with a VRS new twistSo lets say you have 2 sets of VRS-derived NE coordinates on each of 2 different points on the ground. Would it...
> D 14-13 150 No decimal. Is that a typo?
I want one, too. I have programmed a similar calculator (Casio Prizm) with dozens of programs from basic COGO stuff to all sorts of more complex geode...
Ok. I agree with where you are going with this - it is the sort of thing I do all the time. Maybe you should start these posts with a little statement...
I assumed all along you would include the vectors in your adjustment. Why wouldn't you? Were you just trying to make a point about the problems with b...
Try it and see. I don't think the positional uncertainties of your intermediate points will be as bad as you expect.
Why don't you run your proposed traverse in planning mode? If the resulting uncertainties are not within acceptable limits, you can pre-plan what addi...
If you have an internet connection, you can use q-cogo.com. You can use it off-line on a computer, i don't know about a tablet.
Of course I could be comletely wrong, too. This is just my understanding of the matter.
I think the 2011 ALTA/ACSM accuracy standards spell it out very well (and re-iterates exactly your point about the accurately-measured point being the...
> Why would the RPA be computed any differently for boundary corners than any other application using independent redundant measurements?I am quest...
> The most authoritated answer to your question is the "Federal Geographic Data Committee Part 3: National Standard for Spatial Data Accuracy". The...
In order to compute RPA or RPP, you need redundant observations, as the others have said. I have only done this with a base-rover setup, but IF you ca...
You can cut holes in your data with Teqc. The software and all necessary documentation is on the UNAVCO website. I taught myself how to do it easily e...
If your basesheet is a block, and you are using REFEDIT each time to change the text, and your REFEDIT settings are set to make a copy each time you e...
