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Comparison of accuracy in cross-sections determined photogrammetrically and by ground measurements
Comparative results obtained from precise field cross-sections, unadjusted photogrammetric cross-sections as taken with Benson-Lehner terrain data translator on Kelsh plotter, and adjusted photogrammetric cross-sections; results support conclusion of L.L.Funk that adjustment of photogrammetric surveys by accurate field profile reduces large localized errors in earthwork quantities.
Comparison of accuracy in cross-sections determined photogrammetrically and by ground measurements
Comparative results obtained from precise field cross-sections, unadjusted photogrammetric cross-sections as taken with Benson-Lehner terrain data translator on Kelsh plotter, and adjusted photogrammetric cross-sections; results support conclusion of L.L.Funk that adjustment of photogrammetric surveys by accurate field profile reduces large localized errors in earthwork quantities.
Comparison of accuracy in cross-sections determined photogrammetrically and by ground measurements
Nat Research Council -- Highway Research Board -- Bul
Olinger, D.J. (Autor:in)
1961
2 pages
Report
Englisch
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