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When setting up an RTK base station, users may notice that the base kit often includes an aluminum plate, while in other cases a tribrach is used. For some beginner users, the aluminum plate may not be immediately intuitive in terms of its purpose.

In RTK operations, the performance of the data link directly affects positioning stability and user experience. When using network-based corrections, users may encounter different transmission protocol options such as TCP and UDP. Our products such as Orion One, X1, and SV100 support both protocols.

In our previous blog, we introduced how to align CAD drawings with the project coordinate system using the CAD Calibration function. Once the drawing is properly aligned, it can be directly used for further tasks.

During field measurements, it is often useful to record additional visual information for each point, such as site conditions or annotations. SingularPad provides a Photo & Sketch function that allows users to attach images and notes directly to measured points.

In a previous blog post, we introduced how to query coordinate systems and their parameters (Tech Chat | Querying Coordinate Reference Systems for GNSS and Surveying Projects). In practical work, if the required coordinate system is not pre-defined in the template list of SingularPad, it can also be manually defined to ensure correct measurement results.

When using CAD drawings for stakeout tasks, users may sometimes find that the imported CAD base map does not align with the coordinates displayed in SingularPad. This usually occurs because the CAD file and the project data use different coordinate systems or reference origins.