pendzoil
lvl.1
Canada
Offline
|
Hello,
I am conducting mapping missions with the M300 RTK and P1. Base station is an Emlid RS2+ connected to NTRIP with CAN-NET. Data processing is performed by Pix4Dmapper ver 4.8.4. When processing the data, the output is in NAD83 (CSRS) / UTM zone 10N and elevations adjusted to CGVD2013 (CGG2013) height datum. Corrections are being sent from the base to the drone using the Local NTRIP method within the Emlid RS2+
I am running into errors with the Orthomosaic and DEM being shifted when checked against the GCPs. GCPs are placed around the survey area using the RS2+ and NTRIP FIX connection. When The Pix4D model is checked against the GCPs the results are:
Relative accuracy of the model is very good with
X Error = 0.6cm
Y Error = 1.1cm
Z Error = 3.9cm
Absolute accuracy is very poor for an RTK enabled drone with
X Error = -1.13m
Y Error = 0.62m
Z Error = 0.39cm
I don't know where that error is coming in. Could it be that the conversion from WGS 84 imagery to NAD 83 model? Looking at image properties, it shows that the images had FIX RTK with the base station but could there be an error in adjustments from the RS2+ base to the M300? I have conducted multiple test flights and all are having horizontal errors just over 1m. It seems to be consistent inaccuracy.
Any help would be greatly appreciated as these errors are very concerning for a professional RTK drone.
|
|