4.8 Positioning Visual
Interactive diagram showing how satellite signals, base stations, and correction methods combine to produce survey-grade scanner accuracy.
How Corrections Reach the Scanner
Every GNSS correction method begins with the same source: satellites. The raw satellite signal alone is accurate to roughly 3 to 16 ft (1 to 5 m) because the signal is distorted by the ionosphere, troposphere, and satellite clock drift. A receiver at a known location measures those distortions and produces correction data that cancels most of the error, bringing the result to 1.2 in (3 cm) RMSE or better.
This page is a visual companion to 4.2 RTK Positioning and 4.3 PPK Positioning, which cover configuration steps, field requirements, and decision criteria in full. Read those pages first. Use this diagram to understand signal flow before going to site.
GNSS Correction Signal Flow
Georeferenced Point Cloud (after processing). Verify valid data points exceed 100 before processing. Any gap in the RINEX file cannot be filled after the fact. Accuracy: approximately 1.2 in (3 cm) RMSE or better in ideal conditions.
Method Comparison
RTK via CORS / NTRIP
RTK via Your Own Base
PPK (Post-Processed)
K2 PPK status. The K2's built-in UM980 is a survey-grade GNSS receiver that supports RINEX logging at the hardware level, but the LixelStudio v4.0 K2 PPK ingestion pipeline is not yet explicitly documented in current K2 materials. For K2 projects in NTRIP-denied environments, plan around surveyed ground control points until XGRIDS confirms K2 PPK support. The L2 Pro PPK workflow shown above is fully documented and operational.
Legend and Key Specifications
Base station shown: the Emlid Reach RS3 is shown as an example of a commonly used third-party GNSS receiver. Any multi-band GNSS receiver that supports NTRIP output and RINEX logging will work in this role. The XGRIDS system does not require a specific base station brand.
Signal Paths
The diagram color-codes the satellite-to-rover path (raw GNSS signal subject to atmospheric and clock error), the satellite-to-base path (the same raw signal observed at a known position), the correction data path (base or CORS to rover via NTRIP for RTK; rover to base RINEX file for PPK), and the processed output trajectory (corrected positions applied to the SLAM trajectory in LixelStudio).
Equipment
Scanner (L2 Pro with external RTK module or K2 with built-in UM980), optional base station (Emlid Reach RS3 or equivalent), CORS network reference station, mobile data connection (cellular or Wi-Fi at the site), and the processing computer running LixelStudio v4.0.
Outputs
Georeferenced point cloud at approximately 1.2 in (3 cm) RMSE in ideal conditions. Accuracy degrades with baseline distance, multipath, atmospheric conditions, and the time the trajectory spends in unfixed status.
Ready to configure? Read the full setup guides before going to site: 4.2 RTK Positioning and 4.3 PPK Positioning.
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