Full text: XVIIIth Congress (Part B4)

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company, Telephone | company, Surveying 
Department etc.-- 
- transferring the collected data to digital form. This is 
done with digitizing tables connected to a computer 
with a CAD software. The operator needs to have the 
photogrammetric database as a Source for 
georeferencing, i.e., the additional information is 
positioned according to prominent features which 
appears both in the photogrammetric database and in 
the map. 
C. Database analysis - This phase is actually the 
weakest part in the chain of normal mapping 
procedures. In the proposed work flow, plays an 
important role. 
The operator during the photogrammetric data 
collection phase inserts in a specific layer the areas 
that were unclear, uncertain and where he thinks it 
should be a closer investigation, from the field 
surveyor. 
The developed software analyses, shows and marks 
all the uncertain areas and produce a comprehensive 
map of field completion work. 
This map includes; the areas designated for field 
completion during the planing stage, zones that were 
sun shaded, regions covered by trees and vegetation, 
with obscured areas due to relief displacement, and 
objects or places where was a dispute between the 
different sources of information and, of course, those 
areas marked by the photogrammetric operator as 
doubtful. 
Following the software menu the user can plan the 
field work activities and choose the surveying methods 
to be used. 
There are two software modules one is aimed at 
surveying using total station and portrays the areas 
that are invisible from particular ground points, while 
the second module is intended for GPS surveying and 
presents the areas that cannot be surveyed by GPS. 
D. Field completion: Field completion, being time 
consuming and costly operation it should be performed 
in the most effective way. We propose, the field data 
collection to be done, using a portable computer and 
especially designed software. The CAD software can 
present the initial digital map in any required scale, 
can also edit and modify it in the surveying site. The 
developed functions are used for quick insertion of 
new elements using common surveying techniques 
arcsection/right angle /distance & direction and also 
data collected from surveying instruments. The 
surveyor does not need to remember all the lists of 
symbols with their defined layers but rather to navigate 
quickly through the menus. 
E. Quality control - One of the objectives of field 
completion is to verify and check that the map 
145 
conforms to a certain accuracy specification. Our 
software prompt the user to identify check points and 
to input their measured position. At the end of the work 
and after the collection of a sufficient number of points, 
the software computes quality parameters based on 
the coordinate differences, and adds this important 
information into a metadata file (a file with relevant 
information describing the geodatabase). 
We can clearly see that using this approach, the 
integration between photogrammetry and field 
completion becomes stronger and more natural, the 
GIS/CAD software indicates the areas of field 
completion and enables the insertion of the collected 
information directly into the database. 
3. SYSTEM IMPLEMENTATION 
3.1 Programming considerations 
The system is a LISP program written in ArcCAD 
software environment. Input into the system is the 
initial database (the outcome of stages À and B in 
Figure 1). The initial database consists of graphical 
elements, i.e., points, lines, polygons and symbols 
arranged in the database in "spaghetti mode". 
Three important features are used extensively in the 
developed modules: 
- Layer structure: : 
The graphical elements in the "Spaghetti" file are 
divided into layers, each layer contains the graphical 
elements that belong to a group of objects, e.g., layer 
"2200" contains all the polygons that represent 
buildings/houses, layers 2801 contains individual 
trees, etc. 
Consequently the basic tool that allows to select a 
group of objects, is the layer separation. For example 
when we want to display only the trees in the database 
we select layer 2801 and we "freeze" the other layers. 
The layer structure is also used when new information 
is produced, e.g., when the sun-shaded areas are 
evaluated the corresponding polygons are placed in a 
new layer called "shad". 
- Blocks and attributes: 
An important element in AutoCAD is the block. A 
block, like a symbol, is an ensemble of simple 
graphical elements (points & lines). However, unlike 
symbol elements, there are attributes attached to the 
block. An attribute is a textual descriptor or additional 
information of the object. The block is a convenient 
tool for insertion of data, because during the insertion 
of a block the user is requested to fill the attribute 
information, i.e., most questions that will be the block's 
attributes. Block attributes can be visible or invisible 
and they can be transferred from the graphic data file 
to a tabular database. 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B4. Vienna 1996 
  
  
  
  
 
	        
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