«1 2004
,
Cyt =
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV,
4
k+1, xy44, are used at epoch k+2 to compute
Xp2 - The procedure continues until the end of the
survey.
It is important to note that not only x’ and x” are
used from one epoch to its successive, but also the
variances and co-variances via the matrices C, ,
It pis "
C, Cy. and Cj.
Considering firstly the. Cy4,.9, it is given together
with the initial camera's position at epoch k «0. As
stated before, this is then used to find the object
coordinates of n new features by intersection in
order to compute the EOP of the two cameras at
epoch k+/=/.
Secondly, considering the C1,,,, (measurements co-
variance for the resection), it is computed as:
[ photo
Y 0 ineoi) 0
object ;
rat + «+ jobject
0 e 0 ZiZal
k+l
: : : photo
0 0 cr 0
; bject 5 [object
à Pu su. 0 =
i RA key "list
(8)
5|photo . t :
where Xf is the 2x2 co-variance matrix of the
: ,2 ‚object vu Iobjeet
photo-coordinates. X; | and ZX; , on the
kl "Hed
other hand, are the 3x3 co-variance matrix of
feature i-th and j-th object coordinates. These
will be taken from the output of the intersection of
epoch k , specifically from matrix Cy, that is equal
to:
-l
[d n—1 nT " " oT rl "
Cyr =Nk [Ai b, cts Bj | A! |
7
bject San
»2{°° Kan Object
Y Y), k (9)
biect » | object
Yl, eus Du pme
k
where
2
; Ox OX, 9X Sx; 07;
,9 [object „object : 2
abr qu SON, TN nn fa
2
67; 9X, 97i Yi 97.
(10)
and
Ox.Ox, Ox.Ov, Ox.0O7.
sry object ,|object he "M Mr ifi
vila nrc, TI Ovx, 0207, 9587,
07,9%, 67/8 Y 92,97
(11)
As for Ci, (measurements co-variance used in
the intersection), it is computed in a similar way as
follows:
hoto
2|P
"n i 0
CıLyk+1 = 5 (12)
0 ST i
i L_EOP iH
hoto
2|?
: 0
€ a 1 ] 3
Ry/k+1 = À (13)
n
0 ER cor]
L = k+
where igor | and, Ir For are the
k+I = k+l
measurement co-variance matrices of the Left and
Right EOP that are needed to compute new 7
features at epoch k+/. These are found from the
output of the resection epoch k+/ as follows
{i=LR¥
v2 pti i re
X bor, = Cher = Nir
x (14)
: "T , 1 ‚FT = f
= [Aja BC Bi | As |
In short, the co-variance transportability can be
described as:
C44 7 Given accuracies of the GCPs = C,
Ck+1 = Computed accuracies of the EOP
Ci 8 Given accuracies of the EOP 2 Cz,
y/k+1 x/k-+1
Ciy41* Computed accuracies of epoch's (k+2) GCPs
The combination of Equations 1 to 14 into a one step
approach is called “Bundle Adjustment”. The one
step approach is pursued when there is no other
technique to determine the EOP, which is not the case
here. In addition to the two cameras, an IMU will
also provide the EOP. After incorporating the IMU
data, the analysis above changes as follows. The
output of the resection at the epoch X becomes
external measurements for the INS Kalman Filter
(KF) (Kalman, 1960). After obtaining the corrections
of the navigation parameters from the KF,
Part BS. Istanbul 2004