Full text: General reports (Part 3)

REPORT OF COMMISSION VII 
GVII-77 
tive methods should be used in the preparation of maps involving photo inter 
pretation as a means of establishing and maintaining satisfactory levels of pre 
cision, and permitting intelligent evaluation by map users. 
ACKNOWLEDGEMENT 
The authors express thanks to Professor F. X. Schumacher for assistance 
in the analytical procedures, and Mr. Gerald Hale for making the counts on 
the Bangor Quadrangle. 
Bibliography 
1. Colwell, Robert, “The P. I. Picture in 1955,” Photogrammetric Engineering, 21: 720-724. 
2. Katz, Amrom H., “Photogrammetry Needs Statistics,” Photogrammetric Engineering, 
18:536-542. 
3. Krumbein, W. C., “Statistical Analysis of Facies Maps,” Jour, of Geology, 63: 452-470. 
4. Lnndahl, Arthur, Remarks at close of Photo Interpretation Panel, Photogrammetric En 
gineering, 20: 462. 
5. Pomerening, James A. and Marlin G. Cline, “The Accuracy of Soil Maps Prepared by Various 
Methods that Use Aerial Photograph Interpretation,” Photogrammetric Engineering, 19: 
809-918. 
6 Potter, Paul E. and Raymond Siever, “A Comparative Study of Upper Chester and Lower 
Pennsylvania Stratigraphic Variability,” Jour, of Geology, 63: 429-451. 
7. Rogers, Earl J., “A Plan for Research in Fields of Aerial Photo Interpretation,” Photo 
grammetric Engineering, 19: 801-805. 
8. Sammi, John C., “The Application of Statistics to Photogrammetry,” Photogrammetric 
Engineering, 16: 681-685. 
9. Snedecor, George W., “Statistical Methods,” 4th ed., Iowa State College Press, Ames, Iowa, 
1946. 
10. Young, Harold E., “The Need for Quantitative Evaluation of the Photo Interpretation 
System,” Photogrammetric Engineering, 21: 712-714.
	        
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