I'm using ER Mapper 5.5 to rectify an airphoto using gcp's. I've checked the
help files, list archives and white paper's and haven't found any
information on how ER Mapper calculates the rms error?  If I use the
triangulation method of rectification, why do the rms errors for the
polynomial method remain in the gcp edit dialogue box?  Is there a method of
using ER Mapper to actually calculate rms error for the triangulation method
of rectification?

TIA

Pauline Honarvar, M.Sc., P.Geo.
Spatial Data Management
22 Holloway St.
St. John's, NF,  A1C 3R6
phone/fax: (709) 579-4393
email: [EMAIL PROTECTED]


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