Full text: XVIIIth Congress (Part B4)

  
- to establish, also, a methodology of intervention which 
renders to the maximum the survey potentiality; 
- to test the difficulty in the processing data, in the corrections 
and in their transfer from GPS to GIS (ARC-View 2.1 in our 
case) and eventually assess the correct procedure of data 
transfer, 
- to verify performance time in general of the informatic 
process from differential corrections to the cartographic 
production and to test the technical! level necessary to carry 
out each operation; 
- the search of an adequate format of digitization (and 
consequent filing) of photographic material which would 
consent running on PC programs without reducing 
excessively the informative contenta; 
- construct a digital terrain model starting from GPS data and 
through this make corrections and georeferencing of the 
archived photographic material; : 
- to relate between these and different types of data the 
archived photogrammes to make query procedures of a 
complex type; 
produce cartographic process for use in planning (particularly 
the creation of an orthophotomap 1:10.000 scale of the areas 
burnt up by fires to use in the studies of the dynamics of fire 
propagation). 
Equipment and methods 
Base 
The Trimble Pathfinder Mapping System was used for the 
GPS survey. In particular the 12 channel Community Base 
Station was used as a reporting station for differential 
corrections. It receives signals from 12 setellites and makes 
the necessary corrections to insure sub-metric precision 
measuring in post-processing. This station is set up iuside the 
Department of Planning, Planning and Environment of the 
Emilia Romagna Regional Administration and is connected to 
a Compact Dome receiver aerial stabilised in a precise position 
in a free field of ‘vision over the top of the building. It is 
activated when necessary and is used for all the GPS survey 
activities of the Landscape, Parks and Natural Heritage 
Administration. The base was found at about 20 km from the 
operating point during these tests, so guaranteeing sub-metric 
precision when surveying. 
Rover (GPS mobile) 
The rover which was used is a Trimble Pro XL implemented 
with a datalogger CMT MC-V. The ProXL is an eight channel 
receiver which works both in Real Time and Post Processing 
modes, and using this last mode it is able to give a sub-metric 
precision. 
The datalogger CMT MC-V (implemented with IMB of 
memory in the version we used) was chosen for its extreme 
hardiness and was designed to be used in all types of 
environmental conditions, it permits the management of 
personalized databases to store data during survey. 
Aerophotographic instruments 
The two areas under examination were singled out in two 
pairs of stereoscopic photogrammes (colour slides), being part 
of the shots, 1:13.000 average scale, of the 1974-1976 
Regional Administration coverage actualised for the 
“production of technical cartography in 1:10.000 and 1:5.000 
scale. This material was chosen not only for its use in the 
production of regional cartogrephy but because it was 
included in the phase of remote sensing for the Regional 
Foresters Inventory and was therefore, free of charge, 
immediately at the disposal of the forestry technicians, making 
it ideal for fixing operative methods at low cost. The use of 
these photogrammes was not compromised by their age, as the 
forest typologies involved in fires ara stable and have not 
changed over the past twenty years. Further more, the use of 
old but availeble materiel proved to be useful in calibrating, in 
en extremely precise way, the real operative possibilities of the 
system. na 
The whole informaric sector involving the processing of the 
photogrammes was carried out a personal Computer Compaq 
486 50 Mhz. The choice of working on a PC was necessary to 
keep low level costs of managing and also to keep the 
operative difficulties at equally low levels. 
It is foreseen that the user can be not only the not 
exceptionally skilled personnel, but also a technical staff in 
possession of only a basic knowledge of informatics,and they 
can be the exclusive users of this type of equipment. 
Survey 
The procedure methods of the GPS zurvey, one for each area, 
was carried out over two days (11th and 22nd August 1955). 
Immediately before undertaking the survey, preliminary work 
was done (assignment planning and check in of the land 
equipment). The forest fire survey was effected by two 
Regional technicians assigned to GPS and by a team of CFS as 
guide and controller of the results, The GPS technicians 
covered, on foot, the whole perimeter of the two fires and 
implemented the information in database during the march. 
Walking back at the end of the survey, an observation was 
made of the principle road conditions (SS64) end of the 
access to the burnt areas (known datum was chosen for its 
verified instrumental precision which is necessary for the 
rapid cartographic positioning). 
This procedure was carried out by positioning the aerial GPS 
. on the roof of the car (using the suitable magnets supplied) 
and storing a series of descriptive data en route. 
DPGS 
The differential corrections were calculated in post processing 
immediately on return to base, using software Pfinder 
equipped with ProXL system. After the corrections were 
made, the geographic co-ordinate of various points were 
transformed from DATUM WGS84 (approved GPS system) in 
ED50 UTM projection with the scope of rendering the survey 
overlay possible on the existing cartography. 
The technique of differential corrections was chosen for post 
processing work as, when it is not necessary to work within a 
certain time and then connect it via radio to the rover base, 
this technique makes the survey procedure quicker and 
economical. 
Photogrammeter processing 
The slides were digitized using a 600 d.p.i. scanner limiting 
collecting to the concerned areas, in such a way as to minimise 
the processing time. Seeing that the morphology of the aree 
concerned presented not indifferent variations of quote, the 
simple production of a digital photoplan did not guarantee 2 
sufficiently correct representation. For this reason 
ORTHOMAP (SISCAM) software was used. 
The images were orientated externally using the “space 
resection" method, giving the ‘system the focal point of the 
photocamera used for the shots and a sufficient number of 
visible co-ordination points on the image. The software, 
therefore, processed the initial images in function of the poinis 
296 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B4. Vienna 1996 
  
  
  
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