Auto-suggest helps you quickly narrow down your search results by suggesting possible matches as you type.
Showing results for
Show only
|
Search instead for
Did you mean:
This page has been translated for your convenience with an automatic translation service. This is not an official translation and may contain errors and inaccurate translations. Autodesk does not warrant, either expressly or implied, the accuracy, reliability or completeness of the information translated by the machine translation service and will not be liable for damages or losses caused by the trust placed in the translation service.Translate
I conducted 2 surveys on different days and somehow the second survey was off by exactly 0.9 (don't ask because I do not know). With the temperatures being -10C with a very high windchill. I said I would worry about it after the fact once I put it into CAD.
So I am on to Civil3D 2014. I imported the 2 .FBK files and was wondering how to do an elevation drop of 0.900m for just the one survey quickly.
9 cm seems like an awful lot for temperature change no?
Your Name Did you find this post helpful? Feel free to Like this post. Did your question get successfully answered? Then click on the ACCEPT SOLUTION button.
Woops, wanted to put in that the over lap from a previous job couple years ago was the same as my first survey. Leaving me to beleive that the second is the wrong one (I hope lol)
Points are most likely locked in survey database Couple ways to fix as you brought in from field book. Go fix the rod height/base height in the raw data and re-import or fix in survey database.
An FYI and little advice, one should always have a check point on the job site to shoot at start and end of day and after base moves to ensure this doesn't happen.
Like I said I am a self taught in Trimble so I am learning ways to tie points in around my Township so I do not run into errors like this. Any hints and advise always help a newbie like myself. I solely rely on these forums, Civil 3D book and videos.
While there are numerous wayts to QA/QC your RTK unit the #1 thing you want to do before you start acquiring any data is check into your control. That means once you setup your base unit (assuming you run a base and not a network?) shoot at least 2 known control points. If your coordinates don't match within your expected accuracies then you know something is wrong before you collect your data for the day.
I would be cautious of lowering all your data 0.9 unless you are 100% positive it's a global vertical shift. SOmething has to happen, internally or externally, to cause this shift and you need to QA/QC to find it.
![Autodesk Design & Make Report](https://forums.autodesk.com/t5/image/serverpage/image-id/1350519iCB55845EBFC43016/image-size/large?v=v2&px=999" "Autodesk Design & Make Report")