5A-5-4 
r(5,10%) 
9.24 
9.24 
Considering map accuracy classes, the standard error (SE) 
in class A maps is equal to 0.3mmE (E is the scale factor), 
in class B SE is 0.5mmE, and in class C SE is 0.6mmE, the 
null hypothesis (Xcomp - % 2 (s,io%j) is not rejected for class B 
maps. The tested ^coordinates were computed by simple 
intersection that delivered the best results (maybe because 
the large scale variation in two pairs worsens the object 
point coordinates). 
on real data produced by an almost done prototype (a 
vehicle, a GPS receiver, and a pair of digital video 
cameras). Too much work is expected to make the 
prototype operational, like synchronization and automation 
problems. 
It is envisioned a very growing market for MM technique 
in Brazil because of its continental extensions, road 
networks, city planning and facility management needs, 
and many other applications. 
In the educational domain, the observed result was the 
students' enthusiasm caused by the challenge of integrating 
different technologies to make a digital and line map. Their 
participation was highly motivated during the whole 
process. 
6 CONCLUSION 
The project, although a simulation, showed the potential of 
the mobile mapping technology to map urban streets. 
Photogrammetric traverse is an option to circumvent the 
absence of inertial systems in order to orient the images. 
The mainstream is hardly dependent on manual and visual 
operating work. In the short future, new projects will rely 
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SILVA, J.F.C. & OLIVEIRA, R.A. 1998. Triangulation of 
a Sequence of Terrestrial Digital Images. In: 
INTERNATIONAL SYMPOSIUM - DATA INTEGRATION: 
SYSTEMS AND TECHNIQUES, Cambridge, UK. 
Proceedings... ISPRS, v.32, t.2, p.273-7. 
TOMMASELLI, A.M.G. & NÓBREGA, R.A. Qualidade 
Geométrica de Cámaras Digitais: Avaliaçâo da Cámara 
Kodak DC40. In: GIS BRASIL 97, Curitiba, Anais... Curitiba: 
Sagres Editora (CD-ROM), 1997.