To test this, Ken made two data collection efforts on each of two USGS survey monuments with known coordinates:
South Lake Tahoe, Ca, Nad 83 UTM zone 10N
Carson City, NV, Nad 83 UTM zone 11N
*For those who may be unfamiliar with point averaging, this is when a GPS data point is repeatedly collected from the same location over a certain length of time. These points are then averaged to result in one GPS coordinate.
Ken then post-processed the data he collected using 2010 CORS base station data from nearby GLONASS-capable and non-GLONASS-capable base stations, as shown below.
Survey Monument | Distance from GLONASS base station | Distance from non-GLONASS base station |
South Lake Tahoe | 79 kilometers | 60 kilometers |
Carson City | 52 kilometers | 27 kilometers |
In determining the horizontal error, Ken found that several data points landed less than 12 inches away from the monument, with one point only 1 inch off! Overall, he found that the average horizontal error after processing was:
Using GLONASS satellite data: 20.5 inches
Without GLONASS satellite data, but with a much closer base station: 16 inches
He also captured elevation data at both monuments, and found the overall post-processed accuracy to be 17.4 inches.
Ken’s results indicate that one factor that significantly affects GNSS accuracy is its proximity to a base station. Even without using GLONASS data, one can still achieve highly accurate results if a base station is located nearby.
Another factor that influences GNSS accuracy is the amount of time over which data was collected. Ken’s data capture efforts were relatively short—only 5 minutes each—and he would most likely experience even greater accuracy if that time was bumped up to say, 10 or 15 minutes.
What other factors have you seen that can influence your GNSS accuracy?
To learn more about the affordable geospatial software that Ken used, click here. Or, contact Juniper Systems for more information.