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RTN Methodologies & Best Practices

Explore RTN basics, formats, network messages, processing techniques, and applications for efficient positioning solutions in geodesy and surveying. Learn about virtual reference stations, area correction parameters, and the master-auxiliary concept.

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RTN Methodologies & Best Practices

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  1. RTN Methodologies & Best Practices Neil D. Weston National Geodetic Survey, NOS, NOAA Silver Spring, MD March 20, 2014

  2. RTN Basics City limits City limits 100 Ref. Ref. 100 Ref. * * Northing (km) Northing (km) Ref. Ref. 0 0 Easting (km) 0 Easting (km) 100 0 100 Single baseline approach Network approach

  3. RTN Basics • Reference frame – adopt latest realization of NAD 83 (NAD 83 2011 epoch 2010.00) • CORS + RTN – include a few CORS in the RTN • Adjustments • Constrain CORS that are included • Base station monitoring • Process data periodically • Monitor coordinates over time • Base station information • Coordinates, velocities, epoch

  4. RTN Basics and Formats • Receiver collection rate – minimum 1Hz • Data formats • Propriety • Open standard • Compatibility • RTCM SC-104 • Only true ‘open’ protocol • RTCM-2.1 Added RTK messages for dm levels at short distances • RTCM-2.2 Expanded for differential operations with GLONASS

  5. RTCM Formats • RTCM-2.2, 2.3 RTK operations providing cm- level performance at short distances • RTCM-3.x More efficient; support RTK operations (GPS+GLONASS); network correction message • Common message types 2.x • Type 18, 20 – RTK uncorrected carrier phase data and carrier phase corrections • Type 19, 21 – RTK uncorrected pseudo-range measurements and appropriate range corrections • Common message types 3.x • 1004 – full observables • 1005 – reference station coordinates • 1007 – antenna description

  6. RTCM Formats

  7. Network Messages

  8. Network RTK Processing Techniques & Applications • Virtual Reference Station – VRS • Area-Parameter Correction – FKP • Master-Auxiliary Concept – MAC • Grading, utilities, pipelines, roads • Landscaping, cadastral surveys, mapping

  9. Area Correction Parameters - FKP • Network described using coefficients for a surface • Parallel surface with baselines less than 100 km • Reference station at the center of the “surface” • Software in rover receiver does the interpolation of corrections • Error information is provided for quality control and analysis • Single and bi-directional communications

  10. Virtual Reference Station - VRS • VRS techniques is currently the most popular • Requires bi-directional communications • VRS observations constructed • Rover approx. position to NRTK center • Rover solution based on range between VRS and rover • VRS kept to preserve ambiguities

  11. Virtual Reference Station - VRS Ref Sta. NRTK Center Ref Sta. j Rover VRS Sta. i Ref Sta.

  12. Master Auxiliary Concept - MAC • Rover position (NMEA) to processing center • Processing center chooses a master station – usually closest ref. station • Auxiliary stations are chosen from a 70 km catch circle • Rover receives MAC corrections via RTCM • Rover decides on method of interpolation of corrections and how the position is determined – double difference, for example

  13. Master Auxiliary Concept - MAC Aux k4 Auxiliary k1 Master j Rover 70 km Aux k2 Aux k3

  14. RTK Processing Network RTK Processes Correction Generation Correction Interpolation Correction Transmission Network Ambiguities Network Corrections Linear Interpolation Surface Modeling Grid-based Parameters One way Comms. Two way Comms. FKP VRS State Space Observation Space Linear Combination Least Squares Co-location MAC Net Adjust

  15. Thank You Neil D. Weston Deputy Director National Geodetic Survey 301-713-3222 Neil.d.weston@noaa.gov

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