35 
30 
2 rH 
20 
10 
of course, corrected bv the general adjust 
ment equation. 
4. 
solut 
meters are computed for all photogrammetric 
control points (pass points). 
S. 
STEREOTRIANGULATION ADJUSTMENTS BY ‘“UNIVAC” 
AdILI.IJLI. 
+ 
—+———— + + | 
I-I-I--1 
a 
4——3-——-——. 
I-—LL 
lst(xy9) 2nd(xy) 3rd( y) lth(x^y) Sth(x"y) 6th(x?y) 
1 44 - , 
lic. 1. Goodness of fit 
‘for control used in the solution and ac curacy check of solution based on 
withheld control—both as functions of the degree of the adjustment equations. 
(y) with respect to the function f (xy) in 
equation (3) are computed at 360 mm. in- 
The residual errors from a least squares  tervals of the x-coordinate. 
ion as well as the elevations in feet or The intended use of this derivative should 
be explained. As is frequently the case, a 
maximum of two control points exists in each 
The values of the partial derivative of control band. Since the tailored flexibility 
Archives 5 
       
is 
«S