In my experience, this issue could solved with a complete Win10 restore (damn ...!).
Even if You disabled all executables (except Magnet ...), the system requires a lot of low-level process that You can't control or check.…"
I'm thinking too about a memory problem, if all other functions of your controller are working good and it "freeze" itself randomly.
I suggest You to store jobs and pictures on the memory card, using an SD smallest than 4…"
In GoogleEarth Pro, You could import directly a TXT coordinates file (like a CSV).
You have only create a model, which include the field description of the data (geographic or projection, lat/lon or N/E) and setting correctly…"
If You are using LGO Tools, it can't recompute the point coordinates. It needs a licensed LGO with dongle ... or You may use an old WinDriver! In this case, pls upload the attached FRT file in your TCR407 before download the job…"
You can download Leica's TPS400 data in GSI format. The standard GSI FRT on board doesn't contain all kind of data (e.g. instrumental height …), so it's better use the LW300 (or similar) format. It's…"
All depends by the field software are You using.
If it can consider the prism offset, the antenna/prism height is automatically calculated respect the rod reading.
So, when you set the antenna height , pay attention to the "offset…"
I agree with the reply of Kevin.
It depends from many factors, and the geologist has to evaluate the risk level and the best equipment for the monitoring.
A basic question is: how is the position sample rate (real time, hourly, daily,…"
the two dots are at the same height when the instrument is good levelled.
Otherwise, the rotation axis of the telescope can't be horizontal and both horizontal and vertical angle will be wrong.
The slightly (I hope ...) differences…"
On the prism's mount You can read the modelname.
If You are using Leica prism, it may be:
Obviously, You must input the proper prism's constant at the beginning of the survey.
Otherwise, the distance will be affect by wrong…"
Here are the Rinex files from your TPS:
Now I have no time to process both baselines. If nobody will solve it tomorrow, I will do it (if I not will forget it ...).
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what Ivan and Troy wrote above is absolutely correct.
Due the image processing, your SRX achieves better accuracy in angular measurements.
This is an AP1 image from SRX camera during a service inspection in my lab:
Sorry for image quality,…"
I read only now your post, so I don't know if you solved the doubt ...
Your total station has a 5" angular accuracy and ±(3mm+2ppm) EDM linear accuracy; with these values you can analyze the network adjustment and estimate…"
I'm working in field, aerial and architectural survey from 1991. Actually I'm in design of monitoring solution GNSS and MEMS based. I'm writing also software survey-oriented.
Location for Member Map
N 45°02'31.63" E 7°40'31.60"
Licenses Certifications or Awards
Degree in Civil Engineering.
Qualification for "Land Survey" teaching in secondary school.
Customers Trainer (in cooperation with instruments local Dealer).
I have experience with the following
GPS, cadastral, topographic, topographic surveys, control network surveys, ground movement monitoring, GIS, teaching, Survey Office, Software Development, Archeaology, Aerial, Equipment Repair, I Teach Surveying, i am a software developer
How many years have you been surveying?
Most comfortable with the following types of instrumentation
Total Stations, GPS, Surveying Software, Robotics, Automatic Levels, 3D scanners, GNSS, Old school surveying, theodolite