Year-end Sale % OFF 
Abstract
This paper compares the accuracy obtainable with different procedures for the adjustment of strips and blocks in topographic mapping, where the number of ground-control points is rather limited. The polynomial adjustment used at N.R.C. is shortly described. Formulas are given for a conventional procedure of strip adjustment of models, and a variant of this procedure is developed which can correct properly for systematic errors. The three procedures are used for the adjustment of strips of two blocks. The obtained results are shown and conclusions are drawn.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
