In the vast majority of GIS data collection workflows, feature data will transit through one or more systems, or applications, between field and office. Each of these systems (including that of the GNSS itself) introduces different constraints on the coordinate system. Ideally, the workflow will allow data to be seamlessly integrated into the system-of-record without loss of data fidelity and with minimal loss of accuracy. In order to accomplish this, the coordinate systems used at each step have to be carefully defined and managed; differences between coordinate systems have to be explicitly handled.
Hi Ronny ,
I only got a copy of TBC many years ago because Trimble Geomatics office stopped doing the GNSS processing . Trimble wouldent fix the problem.
I often use TGO as its just a lot easier to use. If I have any post processing of GNSS data then I use TBC. Generally, I don't find many new groundbreaking inventions in these new software updates.
Some cosmetic changes / fix some things and break other things / Move the menus around and make you go through a learning curve to get up and running. Also, compatibility problems with new file formats. Not to mention the high cost.
It's just easier to not constantly be chasing the latest software versions
The Trimble 5600 DR 200+ is a robotic total station that provides a long range surveying capabilities. This instrument is capable of 2" angular precision and, in reflectorless mode can measure distances up to 600m with an accuracy of 3mm +/- 2ppm. With the active prism, the EDM can measure distances up to 5,500 meters with an accuracy of 2mm +/- 2ppm. Used for control point placement, site stake-out, micro-topography surveys and more, the 5600 provides a flexible solution to many geomatics applications.
Incorporating a high-sensitivity GPS receiver, it has been specifically designed to maximize yield of positions in hostile environments, such as under forest canopy and up against buildings. The integrated WAAS receiver can be used in the field for real-time field corrections of 2 to 5 meters. Or you can collect data in the field and postprocess it back in the office to ensure positions are defined to the required accuracy level for your GIS, and to control the overall quality and consistency of your data.
On the collector I have SCS900, and on my computer I have SCS data manager, Office Synchronizer, acugrade office, terramodel. I am not to familiar with this type of data collector but thanks for the help everyone.
Ah, when you said Trimble TSC2 I assumed you were running trimble software. I don't know about SCS products, but you should try uploading from the collector to the desktop software, then to LDD. Also, can you post the .txt file you were trying to load? There might just be something wrong with the formatting.
Ok well I did figure it out with the help of trimble. Just following up if anyone else needs this information. You use SCS Report Utility, import your record, then choose your output type and your save location. Way to easy, I really hate not knowing programs and trying to use them. Thanks for everyone's help and knowledge I really appreciate it.
Baseline Engineering and Land Surveying, located right here in Boca Raton, is looking for a highly motivated Geomatics Engineering student to work in their office part time, about 4 days a week from roughly 10 AM to 2 PM. Some work schedule flexibility available if classes conflict.
aa06259810