Figure 7 Orthoimage and unwrapped image.
The RMS differences of similarity transformation between
mosaic and control points in XoYD object space were 2.8
pixel (= 1.4 cm) in the direction of development and 0.9
pixel (= 0.5 cm) in height.
6. CONCLUSION
An approach has been formulated for mapping 3D objects
of regular shape, to which it is possible to fit mathematical
REFERENCES
Chandler, J.H., Cooper, M.A.R., 1991. Determining cylin-
drical parameters — an alternative approach. Land and
Hydrographic Survey, September, pp. 5-7.
Feltham, R.M., 1990. Determining cylindrical parameters.
The Photogrammetric Record, 13(75), pp. 407-414.
Fotiou, A., Livieratos, E., Lombardini, G., Paraschakis, l.,
1991. Dome representation using photogrametric data
and best fitting techniques. ISPRS Journal of
Photogrammetry & Remote Sensing, 46, pp. 231-326.
Karras, G.E., Patias, P., Petsa, E., 1993. Experience with
rectification of non-metric digital images when ground
control is not available. Proc. XV International CIPA Sym-
posium, Bucarest. [In print.]
Patias, P., 1991. Architectural photogrammetry goes to
the digital darkroom. XIV CIPA Symposium, Delphi, pp.
Figure 8 Full mosaic of the digitally unwrapped images
surfaces, from single images. In case the solid is
developable, it has been demonstrated that besides
vector data one may also perform digital 'unwrapping' and
mosaicking of the original images.
Here, the right circular cylinder has been investigated and
tested in practice. It was seen that the accuracy of object
space coordinates depends essentially on the angle
under which projective rays meet the surface. Mapping
limits for each image should be fixed accordingly; control
has to be reliable and well distributed.
The photogrammetric methods being currently applied in
architecture range from the simplest to very sophisticated
ones. It is believed, however, that the less demanding is a
method in its use the more it may encourage users to re-
cognize the merits of digital close-range photogrammetry.
In this context, the presented method is being introduced
into the digital rectification software DIRECT (reported by
Patias, 1991, and subsequently extended by Karras et al.,
1993, to function also with vanishing points rather than
control points). This contribution represents a further step
towards fully exhausting the potential of monoscopic and
monoplotting techniques for the purposes of architectural
and archaeological documentation.
129-139.
Petsa, E., 1996. Line Photogrammetry. Ph.D. thesis, De -
partment of Surveying, N.T.U.A. [In Greek.]
Restle, M., Stephani, M., 1988. Derivation of surfaces of
second order degree from photogrammetric measure-
ments for orthophoto production. Proc. XI International
CIPA Symposium, Sofia, pp. 194-205.
Robson, S., Parbery, R.D., Fryer, J.G., 1992. Analysis of
as-built cylindrical shapes. The Australian Journal of Geo-
desy, Photogrammetry and Surveying, 56, pp. 91-109.
Theodoropoulou, |., 1996. Digital Monoplotting of Cylindri-
cal Objects. Diploma thesis, Dept. of Surveying, N.T.U.A.
Vozikis, E., 1979. Die photogrammetrische Differenzial-
umbildung gekrümmter Fláchen mit Beispielen aus der
Architekturbildmessung. Geowissenschaftliche Mitteilun-
gen, Nr. 17, Institut für Photogrammetrie, T. U. Wien.
294
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996
KEYWOI
ABSTRA
The con!
propose
axis. We
Multisour
effective
dynamic:
objects &
geograpl
provide ¢
of aerial
aimed
evaluatic
activity ir
2.1. Tem
Having ii
territory
significai
and disti
Usually
sources
scanninc
temporal
control p
necessa
step we
all imag
had to I
overlayir
long pet
control p
is more
process:
map lay
estimate
function.
translati
surface
20 contr