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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXIX-B7, 2012
XXII ISPRS Congress, 25 August — 01 September 2012, Melbourne, Australia
After UAV has landed, GPS onboard should be switched off
immediately, otherwise the GPS data will be lost. It is due to the
limitation of GPS log file memory. The same been applied for the
next flight mission. The operator is in charge of downloading all
of the images from the digital camera and the GPS log file from
the autopilot chip.
2.2 Camera calibration
Camera calibration was carried out to determine the
parameter of the camera that is used for image acquisition. These
parameters are required for interior orientation during image
processing using photogrammetric software. In this study, self
calibration bundle adjustment was carried out before flight
mission. Plate calibration which has a dimension of about 0.6
meter x 0.6 meter and consist of 36 reflective target with various
height were used in camera calibration. During the calibration
processes, the camera captured eight images from different angle
of view. This is known as the convergence method in
photogrammetric work. The distance between camera and
calibration plate is approximately the same. The images taken
were processed in calibration software which is known as
Australis software. Australis software requires the size of pixel,
number of horizontal resolution and number of vertical horizontal
of the images. Finally, this software will automatically produce
parameters of the camera. Residual of bundle orientation after
camera calibration reached sigma0 is 0.681um. Root mean square
(RMS) of image coordinate is about 0.27 um. The result of the
camera is shown in Table 1.
Camera Parameters | Standard Deviation
c (mm) 1.006e-002
X, (mm) 1.006e-002
Y , (mm) 4.133e-003
Radial(K,) 2.135e-004
Radial(K;) 7.459e-005
Radial(K3) 8.340e-006
Tangential(P,) 3.526e-005
Tangential(P;) 3.198e-005
Affinity (B,) 1.085e-004
Scale Factor (B;) 1.211e-004
Table 1. Camera Calibration Results
There were three set of camera calibration bundle that were
computed to ensure the consistency of the result for parameters.
Based on three experiments, we choose the best results by
referring to the sigma0 values. The results obtained from camera
the calibration were required in the interior orientation during
image processing.
3. IMAGE PROCESSING
The UAVs images will be processed in photogrammetric
software. In this study, Erdas Imagine was used to process all
acquired images. All UAV images will be saved automatically in
jpeg file and it will usually cover the whole coverage of the study
area. Normally, photogrammetrist requires at least three or four
ground control points for each model. Ground control points were
established using GPS observation by either real time kinematic
or rapid static method. However, the capablities of onboard GPS
provide an opportunity for photogrammetrist to use the data for
image processing. This study will compare a result between
495
image processing by using control points from Google Earth
coordinates and image processing by using GPS onboard. This
study will also propose a new method in image processing by
using GPS onboard data.
3.1 Proposed Image registration
Image registration is required for exterior orientation process
in photogrammetric software. We propose a new image
registration method that uses the onboard GPS as a primary
control points for stitching of the UAV images. This registration
was carried out to evaluate the initial position of photogrammetric
product based on the onboard GPS .
F3 Fi
O ©
x. JN
Ré Fx. Fy,
x’ ^
p (9 OQ E
The principal point (Fx,, Fy,) is the origin of image. The
coordination of the onboard GPS also orthogonal with the
principal point coordinates due to the position of GPS which is
placed vertically above the camera. Therefore, coordinates of F;,
F,, F;, and F4 can be determined by using number of horizontal
pixel, vertical pixel and size of pixel. Coordinate of F;, F? F4 and
F, can be used in image processing as control points for each
model. The fiducial points can be expressed by equations for Fy,
and F;, as shown in Equation 1 and 2.
Fix) = Fx, + (Hp/2 - 2) Sp +€ (1)
Fig) = Fy, + (Vp/2- 2) Sp + € (2)
Where Fx, and Fy, = origin coordinate of the image which is
obtained from GPS onboard
Hp = number of horizontal pixel
Vp = number of vertical pixel
Sp = pixel size of image
€ = rotation error
The Equation 1 and 2 are represented in matrix form.
Hp
(Feo). Io (Sp«(9 (Q9
"CR
The exposure location of an aerial photograph, an object point and
its images on the image plane are all on a straight line. Therefore,
collinearity condition equation must be applied in Equation 1 and
2 to eliminate rotation error (Paul and Bon, 2004). There are three
rotations involved in this equation; omega (o), phi (b), and kappa
(K) rotations. The rotation errors are the effect of air turbulence
during flight mission due to the wind correction. The Equation 1
and 2 after rotation correction are shown in Equation 4 and 5.