Spatial -

NOAA Datums Videos 2014

Differential correction with NA2011 and the newest epoch of NAD83

See our and Datums Basics and GPS Tutorials for the long-awaited results of months of rigorous testing and peer review

Trimble Positions software has replaced Trimble GPS Analyst in ArcGIS 10.1

ALASKA GPS and GIS users - check out Joel Cusick's Datum and Projections presentation Feb 2013

ArcGIS 10.1 - New and Cool improvements see Presentation from Melita Kennedy, ESRI : Projections and Datums Dec 2012

Home GPS Basics Differential Correction
Differential Correction PDF Print E-mail

Differential correction eliminates known amounts of error from rover data (the user) as recorded by a base station.

Base Station

A base station is a second receiver at a known, surveyed location. In most cases, this second receiver is owned and operated by a public or commercial entity and makes the data available to you, the user. It is possible for you to set up your own base station if one is not available.

A base station continually calculates its position as reported by the satellites. Since the base station remains stationary, it can calculate the difference between the location GPS-reported position and its true, surveyed location.4b   Differential correction subtracts this same known amount of error from your GPS data. Data can be corrected immediately in the field against a real-time correction source such as WAAS or corrected later in the office against downloaded base files.  While real-time corrections are ideal for immediate needs such as navigation in the field, it is usually less accurate than post-processing.  When the best available accuracy is desired, upon return to the office, post-process your real-time data against stored base station files.

For post-processing, CORS (continually operating reference stations) are held to the highest standards and are the recommended base station.  CORS are referenced to a local epoch of NAD83(CORS96).  The reference datum of stations other than CORS may vary and may provide mixed results with the PFO differential correction utility.  Anytime corrections are applied via real-time or post-processing, the GPS data may take on the spatial reference of the correction source.  Therefore, proceed carefully when collecting and processing all GPS data.

Elevation Mask


Elevation mask settings are used to ensure both the base station and the rover see the same satellites and are therefore subject to common sources of error. The elevation mask prescribes how far above the horizon satellites must be to receive their signal.
Recommended elevation mask settings

Base station - 10 degrees
Rover        -    15 degrees

Generally, for every 1-degree difference between the rover and base station elevation mask, the rover and base station can be 100km (60miles) apart and still be receiving signals from the same satellites.

At the recommended settings, a 5-degree difference between the rover and base station ensures the rover can confidently use data from any base station within 300 miles.  It is assumed that both the base station and rover have a clear view to the sky.