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(ii) Affine; in which an affine transformation (Equation 1)
was applied globally to all image coordinate
measurements. The parameters from the transformation
were derived from a least squares fit of all 100 reseau
image measurements to their calibrated positions.
Ax-aotaix-ta2y ()
Ay = bo + bi x + ba y
(iii) Mean Bilinear; on the basis that film type and camera
back could be identified by visual analysis of the reseau
deformation patterns derived from most of the frames
produced, it was decided to adopt a method of correction
which reflected these similarities (Robson 90). Instead of
corrections based on each individual reseau image, a mean
reseau deformation pattern was computed for the complete
set of images. Bilinear equations (2) could then be applied
based on the computed mean deformations at the four
reseau crosses surrounding the image position of interest.
This method potentially offered a camera, film and camera
back specific correction which included some of the
localised advantages of reseau imagery but without the
need to measure every grid.
Ax= a0 +aıx +a2y + a3xy Q)
Ay 7 bo * bix * bzy + b3xy
(iv) Local Bilinear; the conventional bilinear correction
approach applied as for the mean bilinear method, but
using reseau deformations derived from measurements of
each individual image.
3. Results and Discussion.
3.1. Adjustments featuring the UMK 10/1318 camera
Two adjustments based on the first survey datum were
computed from the UMK photo-coordinate data. The first
6-photo adjustment exhibited larger image residuals than
the 2-photo adjustment (Figure 2). Conversely the twin
photo network showed larger object coordinate
discrepancies, but exhibited a smaller variance factor and
photo-coordinate residuals.
Table 2. Some parameters from the UMK
Adjustment, Set (1)
RMS Object Space
Degrees Coordinate RMS
Photos] of [Variance] Discrepancies and ^ |Photo-coordinate
Freedom] Factor | Standard Deviations | residuals (tm)
(mm)
X Y Z X y
0.12 | 0.11 |-0.10
(0.69) | (0.74) | (0.65)
0.46 | 0.33 | 0.30
(0.55) | (0.64) | (0.54)
6 504 | 1.280 2.02 | 1.53
2 51 | 0.630 1.33 | 0.20
In the absence of gross errors, it must be concluded that
significant departures from the assumed image plane were
present in the glass plates at exposure. Such displacements
could be due to the design of the UMK plate holders or
due to humidity effects (Forno and Kearney 1987).
Interestingly no significant differences were found
between the estimated values of the 8 parameter camera
functional model included in each adjustment. Therefore
changes in the constrained camera parameters cannot be
used as a measure of functional model applicability in a
weak network.
UMK 6-Photo Ad Justment
404 405
| / : : T s > >
do \ d 1 A - Lnd x
Pa D es - 1 T - - -
m“ ~ ^ ay - = = .
- - x ™ 1 xh 4 _— ‘
= ’ 153%
t - ‘ / N E 1
-— 4 - - es 1 47 PA
tà A
— 4 = 7 e ~ 1
I0 um 10 um
UMK @ Photo Ad Justment
404 405
æ - -
T > - 9 -
- + -
Figure 2. Image Residuals from both UMK adjustments.
Each image measurement has an associated standard
deviation such that in the twin photo adjustment the image
space is better defined than the object space. For this
reason the majority of residuals from the least squares
process have been pushed into the estimated object
coordinates. Conversely the multiple photo network has
provided strong constraints in the object space by virtue
of its geometry, as a consequence the residuals tend to
remain in the image space.
UMK 6-Photo UMK 2- Photo
Front View /
di + 4 = - NOS ~ |
1 x E 2 ec M
: i
= r ^ — x / — Y
im ab bii ci Ai à
X x + a 3 EIU = Co en
: = ; z d i / E ici I
- 5 i : / <= ut
= xt 1 1 FE =
pH 4
2 mm
AIF TIT. Y E)
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Figure 3. Object Space discrepancies from both UMK
adjustments
The systematic object space discrepancies (figure 3) show
that significant departures from the imaging geometry
assumed by the functional model have occurred in the
UMK camera. Such problems are based on holding the