with the j? singular
(2.9)
meter x; associated
(2.10)
all parameters with
is called the variance-
ters
tion of an exact linear
indicative of a near
be as many near
lues.
9) A;'s appear in the
> components of the
Il singular values will
its; which will lead to
' can be said to be
gh proportion of their
wall singular value (or
position will enable
jendencies (multiple
he number of high
in these multiple
> proportion of their
ndition indiex.
1ld be considered as a
should be considered
to base this decision.
tion of the variance,
on to be large when it
riance of a parameter.
x is however more
lered a high condition
rticular application ,
ng for other type of
idition indices will be
hed during the testing
3. CASE STUDY: IN-FLIGHT CAMERA CALIBRATION
In-flight camera calibration is a typical and an oldfashioned
problem where the model is extended to account for
perturbations.
The model used is the well-known collinearity condition
equations extended to include variations in the interior
orientation parameters expressed as:
F(x) - (x-x,) t (x-x, (K,r &K,r +Kor +...) +
{BE +2x )+ iy Ht Pres _eX A =0
(2.11)
F() - (y-y,) * (y- y,K,r *K,r + Kr +.) +
pm +P(r + 2y) {1+ Pr ht eyed
where:
X'- ajg(X - X,) t aj (Y - Y) * a43(2 7 Z4)
Y'2 aj (X - X,) £ az3(Y - Y) * a23(Z - Z4) (2.112)
Z'-agí(X- X,) t ag(Y - Yo) * a33(Z - Z4)
Fe —2 —2 — —
r=yx ty iX-2X-Xyy 7 Y-Yp (2.11b)
with:
A11>A12;-<-A33 : elements of the rotation matrix of the gimbal
angles defining the orientation between the survey and photo
coordinate systems.
X, Y,Z : Object point coordinates in the survey system.
X, Y,,Z, : Exposure station coordinates in the survey system.
X,y : Observed image coordinates in the fiducial system.
Xp>Yp Principal point coordinates in the fiducial system.
c : Camera constant.
K,,Ky,K3: Polynomial coefficients of symmetric radial
distortion.
P;,P,,P; : Polynomial coefficients of decentring distortion.
In this model , parameters of interior orientation are to be
recovered in a simultaneous least squares adjustment along
with exterior orientation parameters and survey coordinates.
the problem of highly correlated parameters has been
demonstrated by many authors (Pogorelov and Popova, 1975:
Mrchant, 1974; Salmanpera, 1974; Kupfer, 1985; Brown
1969). Most often, the identification of correlated parameters
has been based on the correlation matrix or the analysis of
partial derivatives of the function with respect to each of the
parameters.
In this paper the procedure of variance decomposition is applied
to data pertaining to in-flight camera calibration.
3.1 Description of the Data
To allow for extensive testing of the method a synthetic data
was generated mathematically. Since in camera calibrartion the
resulting matrix is large, to keep the computations within
reasonable limits, only four (4) photos were considered. Object
space coordinates were generated for 25' ground control points.
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B3. Vienna 1996
Exposure station coordinates and attitudes were assumed,
allowing for the computation of the image coordinates with a
focal length of 152.25 mm (Ettarid, 1992). Several factors such
as elevation differences on ground control, use of convergent
photos and a priori information on parameters were considered
in the testing.
To confirm the validity of the procedure and the conclusion
drawn from simulations, the testing of the method was
conducted also with real data. The configuration consisted of 4
photos, two of which were vertical and the two others were
convergent. The convergent photos were taken by modification
of the flight scheme, using "the standard coordinted turn at 45
degrees" as described in Tudhope (1988).
3.2 Discussion of the Results
The variance decomposition method was applied to the
resulting design matrix. Different cases were considered such
as the use of convergent photos, the influence of elevation
differences on ground control and a priori information on
parameters. As the resulting variance decomposition
proportions matrices are very large, only extracts of the
condition indices and parameters associated with are presented
here: the reader interested in the complete set of results may
refer to Ettarid (1992). Correlated parameters are identified as
those having more than 50% of their variances associated with
the same high condition index.
* The variance decomposition applied to the design matrix
resulting from calibration over a flat terrain showed that the
high condition index is 58x10!? (Table 3.1), induced by a
multiple correlation involving the parameters Pandw rotations,
with 100% of the variance of P, associated with this index.
Parameters K;,K;andK; are involved in a second corrlation
associated with a condition index of magnitude 11x10” . The
other correlated parameters identified are respectively the
camera constant c and Z,'s, x, and Xo's, and y, and Y. vs.
The involvement of P,in a stronger correlation with Omega
rotations has masked its involvement with y, in a weaker
correlation as we will see later. Similarly the involvement of
xp with X's has masked the correlation between x, and P; .
Table 3.1. Correlated Parameters in the Case of Calibration
Over Flat Terrain
Condition Correlated Prameters
Indices (Variance-Decomposition Proportions)
010 | Py (1.00) 91 C74) 02 C78) 03 (72) 04 (60)
5.8x1
RT) K,(87) K3(.96) K3(99)
8.8x10° C (91) Z,(91) Z2(91) Z3(91) Z4(9N)
2.8x10° xp(.96) Xo (96) Xo, (95) Xo, (97) Xo, (94)
agudo | NC Yo C7) Y. C12 Yo 070) Y, (6
The introduction of orthogonal Kappa rotations on successive
exposures has no effect on correlated parameters in the case of
calibration over flat terrain.
183
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