My goal is to differentially correct the points I collect using the M2 and Reach IOS app. I am hoping y’all can help me improve my PPK workflow. At our test, I have the RS2 set up over a static point with unknown coordinates and is continuously recording data for the duration of data collection - approximately 2.5 hours. I use the M2 as my rover to collect points using the Reach app. I stored 60 seconds of data at each field point.
- corrected the RS2 base data using CSRS-PPP,
- used RTKPOST to correct the M2 rover data using the RS2 as my base station (with the CSRS-PPP updated lat/lon from step 1)
- used the point begin/end timestamps from the Reach IOS app output to combine the corrected M2 readings from step 2
Does this general work flow sound correct? Are there other approaches to differential correction that might work better on remote sites?