International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B3. Istanbul 2004
The relative accuracy between the manual and the semi-
automatic mapping is presented in the bottom row of the table.
In order to compare the two mappings, the accuracy of the
manual mapping should be calculated. This absolute accuracy
(including orientation errors) can be evaluated according to
Lobanov (1984) using Eqs. 8, 9, where: m is the image scale
(1:41,892), mq is the accuracy of the photogrammetric
measurements (10 4m), /'is the focal length (153.941mm), and ^
is the base line (92mm). However, in the current research, both
mappings were performed by using the same model solution,
thus it is the measurement accuracy, rather than absolute
accuracy, that was calculated using Eqs. 10, 11. The semi-
automatic mapping accuracy can be calculated according to the
manual accuracy and the relative accuracy using Eq. 12 and the
results were Mx = + 0.57m, My = + 0.46m, Mz = + 0.98m.
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S. CONCLUSIONS
As can be seen, the planimetric accuracy of the semi-automatic
extracted buildings was Mx == 0.57m and My =+ 0.46m. The
altimetric accuracy was Mz = + 0.98m.
The results show that using the developed semi-automatic
approach has achieved numerous advantages, namely: 1)
extracting 3D building contours from medium scale aerial
images for mapping or updating the building GIS layer; 2) no
limitations on specific building shapes or models; 3) this
approach enables mapping a high percentage of the buildings;
4) mapping procedure is carried out within a nonstereoscopic
environment and without using 3D spectacles; 5) using this
approach increases efficiency, is more economical and reduces
the building mapping work; 6) the operator can identify at a
glance which buildings can be mapped by this approach.
@ = 378 WE SE, Ry) VW MS à Vr ig RN x.
Figure 2: North Tel Aviv - left and right image building extraction.
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her dH Sh
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Figure 3: Central Tel Aviv - left and right image building extraction.
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