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1. #How to processing static observation leica geo office update#
2. #How to processing static observation leica geo office software#

Using our Hemisphere GNSS RTK Base + RTK Rover, (S320 GNSS receiver) and the Carlson SurvCE and our GeoSurveyor Office Post-Processing SW, you can same the same exact thing. When you receive the NGS OPUS Solution Report, you can return to LGO, open the RTK Project, in the Map View, edit the RTK Base position's Reference Class point value, bump the Lat-Long-Ellip Ht over the NGS OPUS Solution value, recompute the RTK Side shots. Post-mission, you can down load the Static data file, convert into Rinex observation file > Upload to NGS OPUS Service.

In the field, The RTK Base can obtain a "Measured Position" Using the radio or cell modem, Broadcast or TX the Measured WGS84 Lat-Long-Ellip Ht to the RTK Rover, and collect/log simultaneous Static data into the GNSS receiver s memory. Total Station/Robotic TS measurements are displayed in Green.ĭigital Level data is displayed in Purple. In LGO, GNSS Baselines + RTK Vectors are displayed in RED, In LGO the same applies to the Total Station, Robotic TS Data. If the RTK Base point Class is set to any other than "Reference", the RTK side shot point positions are NOT updated.

#How to processing static observation leica geo office update#

The user can edit this position, Update and Save, Any/All RTK side-shots point values will be be re-computed based upon the Edited RTK Base position, new coordinates for the RTK data points are computed. Select the RTK Base, right-mouse click - Properties, reveals WGS84 Latitude, Longitude and Ellipsoid Height values. Select the RTK Base Point, the default Point Class = Reference. There are about nine types of point clasess in LGO, Control, Reference, Measured, Averaged, Navigated, etc. In the Leica Geo Office, (LGO), when you import the RTK Data, The RTK Base, or Reference Station will have a "Reference" Point Class. You could be just chasing your tail if you are constantly trying to match control points you tie throughout the day.

#How to processing static observation leica geo office software#

I'm not familiar enough wirh Lieca's field software to guide you on just how this is done, but all, or almost all, dc software will do something like this.īut remember that a certain amount of "error" is normal, and a remeasurement of the same control point a few minutes later will differ from the first. You could set up a transformation - ie/ a site calibration. >When checking into a control points at the start in the field, is there a way to tell the collector to make it hold the published value? I use the Leica GS14 with a Leica CS15 collector. If you have the LGO adjustment module you can hold the tied control points and float the base station position. This shifts all points and will make my control points match the published values. Back in the office, using Leica Geo Office, I adjust all data by adjusting my base by my miss to the control points (When within tolerance). When running RTK (Network or Base/Rover Setup)while collecting data I always check into several vertical benchmarks and horizontal control points.