ix 4700Z (FUJI FILM)
)C-3 (RICOH)
S560 (Kodak)
l'echnology
olation)
| Pixel)
[ega Pixel)
y (7.07M ega Pixel)
IGITAL
900Z
Pix 700
Pix 4700Z
[100V
00ZOOM
)30200M
3
-]
X1
Pix S1 Pro
560
were performed by the bundle adjustment using 9 control
points. After the camera calibration, accuracy was estimated
using R.M.S.E. for 33 check points.
2.2 Evaluation of Lens Distortion
In order to estimate lens distortion for digital cameras, three
different lens distortion models were investigated. The model 1
and model 2 consider only radial symmetric distortion, and
model 3 considers both radial and tangential distortion (Fryer,
1986).
It can be said from the results that lens distortion for the
amateur cameras can be corrected sufficiently using radial
polynomial 3rd degree model as usual.
2.3 Evaluation Accuracy for Number of Pixels
In order to investigate variation of accuracy by increment of
resolution, relationship between number of pixels for each
camera and R.M.S.E. for check points which calculated using
radial polynomial 3rd degree model were investigated. Figure 2
shows relationship between number of pixels and accuracy. It
may be seen from Figure 3 that the accuracy of more than 3
million digital cameras are hardly varied.
2.4 Evaluation of Image Quality
Figure 4 shows the magnified circle target which were taken by
DC-3 (0.31M), CP-900Z (3.34 M) and DCS560 (6.10M).
Obviously, difference of image quality between 0.31M and
3.34M pixels can be found. Nevertheless, it can't be found
significant difference between 3.34 and 6.10M pixels.
Consequently, it is concluded that 3 million amateur cameras
will supply the place of the professional digital cameras.
0.31M pixels 3.34M pixels 6.10M pixels
Figure 4 Image quality and number of pixels
3. LOW-COST PHOTOGRAMMETRIC SYSTEM
Generally, ground control points (GCP) or actual distance in
object field are needed for camera calibration. However, these
conditions in object field should be removed in digital
photogrammetry using amateur cameras. In order to resolve
these issues, laser range finder (Leica, DISTO pro) was
combined with amateur camera (CP-900Z) so that scale factor
in relative orientation can obtain. Furthermore, ® and can be
estimated as 0 degree as a advantage since the system is set on
the leveling stand for theodolites. Figure 5 shows appearance of
the low-cost photogrammetric system. Actual 3D coordinates
can be calculated via absolute orientation using altitude or
distance after relative orientation using interior orientation
parameters which were previously acquired with test model.
In order to evaluate of this system, the center of each black
circle point on the test target (Figure 6) were measured by total
station and accuracy for the following 4 cases were estimated
using R.M.S.E. for 42 black circle points on the test target.
The shapes of each point should be considered since accuracy
depends on the pointing accuracy of image coordinates.
Nevertheless, in order to reduce labor, time for measuring
coordinate and automatic data acquisition, circle target was
adopted and an image coordinates for each point were given as
a center of area gravity by image processing.
Figure 5 Low-Ccst Photogrammetric System
In order to cover wide area, wideangle conversion lens
(Raynox, CPR-6600) was fitted to a lens of the digital
camera (CP-900Z).
Figure 6 Test Target
e Altitude is given (Case 1): Altitude 3.421m (left image) and
3.429m (right image) were measured respectively by laser
range finder, and original point and direction of X axis were
given on the image.
e Distance is given (Case 2): Stereo image are the same with
the above, but only distance in the objects fields was
measured, and original point and direction of X axis were
given on the image.
e Distance and two height points are given (Case 3):
Conversion stereo image were taken without the system as
the third case under the assumption that parallel stereo image
often can't take. Distance in the objects fields was measured
and original point and direction of X axis were given on the
image. But, in order to control an influence of rotations, at
least two height points are needed.
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