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P : ;
VOX x =v, Z +7) (6)
Suppose rotation matrix of optical-electric phototheodolite
camera is R and rotation matrix of aircraft is R , the beam
is transform to coordinate system of aircraft model, so
: -1 -l
VRR (7)
Normally aircraft model is expressed by triangular irregular net
(TIN). First of all, the data collection of parallel projection
between beam vector and triangle net on aircraft model surface
in three plane space are produced, then triangles intersecting
with projection beam are calculated so as to remove a lot of
triangle that don't intersect beam. Large amount of intersection
calculation can be avoided; then, intersection point of spatial
triangle net extracted and projection beam are calculated by
using rapid intersection algorithm proposed by Tomas Moller
etc. [10].
Suppose O(X,Y,Z) is one point in beam and D is direction
vector of beam, beam equation is:
V ( H=0+1D (8)
Suppose three vertex coordinates of triangle is Vi(X,,Y Zi)!
V)(X5,Y5,Z5) V 4(X5, Y ,Z3)L coordinate of each point in triangle
can be expressed follow as by parameter variable u and v:
Tu v)yz(u-u-vV s Hl, (9)
where: (u,v) is central coordinate of triangle that meet:
u 2 0,v Z 0,(u *- v) €1 because beam intersect triangle,
there are V(f) = T(u,v) ncombination between(8)and
BIBIT
Í
DD zb suse)
y
Defining: £, =) m scis =V, -FTzO0-F,
There are]
t (Tx Ee E,
=——| (Dx E,)oT
iE (DxE,) (11)
y F (ZxE )e D
If coordinates of three points in every triangle are input into
formula (11), parameter coordinate of intersection point
between beam and triangle lt u v] can be calculated,
then [1 u v| is input into formula (9), intersection point
coordinate between beam and triangle is obtained.
3 EXPERIMENT
At the beginning of the experiment, consecutive image
sequences of aircraft flying are captured by optical-electric
phototheodolite camera. Images and corresponding TIN model
are shown in Figure 4.
If aircraft pose in the first frame of image sequence is taken as
known values, due to shooting at the speed of 1000 frames per
second by high speed camera, it is possible that aircraft pose of
former frame are taken as initial value of next frame to
calculate final aircraft pose by using PFI method. Table 1 is the
result of simulation image pose and the result of aircraft pose
produced by using PFI method.
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004
Figure 4 Textured Model and Wireframe Model of
Airplane in frame 1 and frame 16
0. 50
0. 40
0. 30
0. 20
0. 10
0. 00
- 0. 10
- 0. 20
Figure 5 Absolute error curve of pose measurement
Figure 5 shows the curve of difference between known real
pose angle and pose angle calculated by PFI method. It can be
seen from the curve that the accuracy of angle Kapa is highest
and that of angle wis lowest. The reason is that at current pose,
the range of aircraft objective on image is wider in its X
direction and Y direction and rotation angle around Z axis
greatly affects change of outline while change of angle w
affects outline little. Generally it can be said that the result is
correlated closely with the pose of simulation image sequence.
4 CONCLUSION
The paper proposed a new measurement method of aircraft
pose based on image sequence. Based on the analysis of all
existing measurement methods of aircraft pose, we proposed
the measurement method using Parapoint Feedback Iteration.
Experiments have been conducted and the results show the
validity of PFI method. PFI method is extension of traditional
least square method, it is dynamic approximation process. The
method can be applied to other rigid moving body.
ACKNOWLEDGE
We would like to thank the support of The Research Fund for
the Doctoral Program of Higher Education (20010486011).