Full text: Reports and invited papers (Part 4)

18 
Summary 
Stereoplotting of richly decorated or painted surfaces is the most 
time-consuming part of an architectural survey. Photographical 
representation methods based on simple enlargement or rectifica- 
tion can be applied only to plane or almost plane objects. An 
improved rectification process is possible by application of the 
orthophototechnique which is well established in topographical 
photogrammetry. 
Before differential rectification the parameters of photography 
and orthoprojection should be coordinated as nearly as possible. 
In this process great importance must be attached to the selection 
of the optimal scan width and of the proper profiling speed. 
The accuracy of architectural orthophotomaps averages approximately 
+ 15 mm, in reference to the object, and is sufficient for archi- 
tectonic tasks. 
If the client calls for line representations, the orthophoto can 
be used as a base for direct tracing on overlay sheets. This 
method takes only one third of the time needed for conventional 
stereoplotting. 
The first experiences with the orthophototechnique in architectural 
photogrammetry have been encouraging. The examples of orthophotos 
enclosed to this report show the variety of possible applications 
and demonstrate the qualification of different orthoprojection 
systems for architectural tasks. 
Résumé 
La restitution graphique d'objets richements décorés ou de surfaces 
peintes à un appareil stéréophotogrammétrique nécessite la plupart 
du temps pendant un relevé architectural. Les méthodes de repré- 
sentations photographiques qui basent sur un élargissement ou un 
redressement d'images, peuvent seulement étre appliquées sur des 
objets à peu près plans. Un redressement différentiel peut être 
atteint par l'orthoprojection qui est employé dans la photogram- 
métrie topographique. 
Pour réaliser une telle tâche on doit coordonner les paramètres 
pour la prise de vue et la restitution orthophotoscopique. 11 
faut accorder une grande importance à la sélection de l'intervalle 
optimal de profils ainsi qu'à la propre vitesse du filage. 
La précision d'orthophotocartes architecturales se monte à + 15 mm 
moyenne en référence a l'objet et est bien suffisante pour le 
 
	        
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