60
N
30
E RO ON
er a Ya dnd. Z
ge of number
/.
£L
LE
Hd
m
e
eo
277
LE
8
£
o
o
of photos and
metric camera
observing the
searcher drew
This researcher could develop the semi-metric
camera, by extracting the coefficient of radial lens
distortion, the principal point of symmetry, the principal
point of autocollimation, the equivalent focal length, and
the value of calibrated focal length, through the
calibration about non-metric camera.
At the time of photogrammetry of small size object,
the result to have calculated by using the self-control
point was satisfactory. So, this researcher could solve
the difficult problems of control surveying such as the
manufacture, installation and observation etc. of control
point.
If one changes the control point from 3 units to 15
units, the proportional accuracy of X, Y and Z
coordinates is improved largely. So, it can be seen that
the number of control point is very important element for
3-D coordinates measurement of object.
If one changes the convergent angle from 20° to
140° , the proportional accuracy of X, Y coordinates is
satisfactory at 40' . And, according as the convergent
angle increases, it is reduced gradually. But, the
proportional accuracy of Z coordinates is improved
remarkably in proportion to the size of convergent angle.
So, it could be seen that the optimum convergent angle
about 3-D coordinates of X, Y and Z is 807 — 120 .
ACKNOWLEDGMENTS
This paper was supported (in part) by NON
DIRECTED RESEARCH FUND, Korea Research
Foundation "
REFERENCES
Fiorett, ^ S; Germani; A; &'" Leo, T.F! 1985.
Stereometry in very close-range
stereophotogrammetry with non-metric cameras for
human movement analysis, Journal of
Biomechanics, Vol. 18, No. 11, pp. 831-842.
Fraser, C. S., 1982, On the use of non metric
cameras in analytical close-range photogrammetry,
The Canadian Surveyor, Vol. 36, NO. i3; pp.
259-279.
Fryer, J. G., 1985, Non-metric photogrammetry and
surveyors, The Australian Surveyor, Vol. 32, No. 5,
pp. 330-341.
Fryer, J. G., 1992, Resent developments in camera
calibration for close-range application, in
International Archives of Photogrammetry and
Remote Sensing, Washington, D.C., America, Vol.
X X IX, Part B5, pp. 594-599.
Hatzopoulos, J. N., 1985, An Analytical system for
Close-range photogrammetry, PE & BS. Vol. 51,
No.10, pp.1583-1588.
431
Kang M..2Oh "Wis Rog Han "s wi 1902 A
study on the improvement of accuracy of very
close-range photogrammetry by using non-metric
camera, in International Archives of
Photogrammetry and Hemote Sensing,
Washington, D.C., America, Vol. X X Xi. Part. B5,
DD 2037208.
Kango-J.:M;, Hintz, R. J. & Karakadas, C., 1989,
Analysis of pavement cracking and rutting using
close-range photography, PE & RS, Vol. 55, NO.
2 pp 217-201
Kang, d uM su Mud. S Liz, fi d... 1990.
Analysis of very close-range photogrammetry by
using non-metric camera, Korean Society of
Geodesy, Photogrammetry and Cartography, Vol.
8, No. 2, pp 23 ~ 29;
Karren; R. J., 1967, Camera calibration by the
multicollimator method, PE & RS, Vol. 33. pp
706-719.
Light, D. L., 1991, The new camera calibration
system at the US. geological survey,
ACSM-ASPRS Technical Papers, Vol. 5.1.00
ol 25).
Shih, T. Y. 1996, A photogrammetric simulator for
close-range applications, PE & RS, Vol. 62, No. 1, pp.
89-92.
Wolf, P. R., 1983, Element of Photogrammetry, 2/e.
McGraw-Hill, pp. 74-83.
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996