Full text: Proceedings, XXth congress (Part 2)

  
  
  
  
  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004 
  
the borders of the roads can not be demonstrated by 
exaggerating in the orthophoto maps. All natural and artificial 
features are indicated in their original and real sizes in the 
nature. Against this, all features are demonstrated by 
exaggerating on the vector maps in order to interpret the map 
and detect the features easily. Additionally, when going further 
away from the photographic centre point, the image tilting 
errors happen because of appearing of side surfaces of some 
high features and natural details such as hills, buildings, 
suspended bridges, block rocks, towers etc (OEEPE Official 
Publications, No: 25, 1991). 
Orthophotos and orthophoto maps are mainly used for the 
creation of a raster GIS data base. They can be in analogue or 
digital form. If it is necessary, the graphic vector data belonging 
to the features can be manually digitized from the analog 
orthophoto maps placed on the digitizing tablet or they can be 
collected from the digital orthophoto maps with the use of the 
heads-up digitization method. 
2.8 Image Maps 
An image map is produced by adding various cartographic 
elements such as region/mountain/hill/stream names, other 
geographic place and feature names, grid lines and other 
cartographic map sheet border information to an ortho-rectified 
satellite image (ortho image). This map is usually produced in 
the dimensions and scales of the standard topographic maps. 
The image maps are completely similar to the orthophoto maps 
in view of the use and properties. Optimum/ideal ortho-image 
and image map scales to be produced from various satellite 
images commonly used in the world in today’s are indicated in 
Table-3 (Baltsavias, 1993). 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
SATELLITE PIXEL IDEAL ORTHO 
IMAGE TYPE SIZE IMAGE MAP 
SCALE 
LANDSAT- 80m 1/250.000 
1,2,3,4,5 MSS 
LANDSAT- 30 m 1/100.000 
1.2.3455 TM 
SPOT-1,2,3,4 XS 20m 1/100.000 
SPOT-1,2,3,4 P 10 m 1/50.000 
KFA-1000 5-10 m 1/25-50.000 
KVR-1000 2m 1/10-25.000 
MOMS-02 4.5m 1/25-50.000 
ERS-1/2 Radar 30m 1/100.000 
IRS-1C 6m 1/50.000 
LANDSAT-7 MSS | 30m 1/100.000 
LANDSAT-7 TM 15m 1/50-100.000 
SPOT-5 XS 20m 1/100.000 
SPOT-5 P 10 m 1/50.000 
SPOT-6 P 10 m 1/50.000 
IKONOS P I m 1/5-10.000 
IKONOS MSS 4m 1/25-50.000 
QUICKBIRD P 0.61-0.8 m 1/5.000 
QUICKBIRD MSS | 2m 1/10-25.000 
  
  
Table 3. Suitable map scales recommended for the production 
and revision of ortho image maps from various satellite images 
2.9 Digital Elevation Model (DEM) Data 
DEM data contains the selection and measurement of the cluster 
of points which reflect the real shape of the ground surface in a 
suitable way. For using DEM data in a GIS data base, it is an 
appropriate way to take of DEM point configuration and 
densification as a grid network form. The resampling points 
used in DEM can be in the form of irregular points taken in the 
ground surface, points taken on the structure lines and 
breaklines, the characteristic points taken in the ground surface 
or intersection points of the grid network. In order to collect 
DEM data, various data collection methods are used. These 
methods are the geodetic, topographic, tacheometric and 
photogrammetric methods, the digitization of existing maps and 
plans, the data collection with the systems mounted on the aerial 
vehicles and platforms (aircrafts and satellites) and finally, the 
combination of these data collection methods (Gruen, 1998). 
The production of DEM consists of three different processing 
steps: These are the data collection (measurement and capture), 
data processing (evaluation) and data presentation (displaying 
and printing). DEM data have widely being used in the 
topographic map production and all kinds of non-topographic 
activities. By using stereo aerial photographs and satellite 
images, necessary DEM data can be collected with manual and 
semi automatic data collection methods by using the absolute 
oriented stereo models prepared in the analytical sterco plotters 
and with manual, semi-automatic and automatic data collection 
methods by using the stereo models prepared in the digital 
stereo plotters with the use of digital image matching techniques 
(Alkis and Ozer, 1996). 
2.10 Existing Digital Map, GDB and GIS Data 
The existing digital maps, GDB or GIS data, graphic and non- 
graphic information can be transferred directly into a new GIS. 
If the existing digital maps are not up-to-date, firstly, they 
should be revised by using up-to-date data resources (generally 
aerial photographs). This digital data resources mentioned above 
are used as the basic and original sheet layout in the computer 
supported map revision. The digital map data collected by few 
reliable resources are the data which can be used directly in 
establishing of a GIS. In the case of the digital map data are 
available, their revisions can be performed in a very short time 
and economically. Thus, a great speed and economy can be 
provided in forming of a GIS. The most important deficiency of 
the existing digital maps is generally not to contain the attribute 
information belonging to the topographic features. The existing 
GDB and GIS data don't usually have this disadvantage, but 
revision of this data and adding of some new information is 
necessary (Bank et.all, 1995). 
2.11 Atlases 
In view of their structures, the atlases are the documents which 
contain some graphic, thematic and attribute data relating to 
some topics. But, the graphic data existed in the atlases are 
generally used in establishing of a GIS which are related to 
small scale maps such as 1/500.000 and 1/1.000.000. In the 
processes of establishing a GIS related to 1/25.000 or larger 
scale maps, various attribute information and thematic data 
existed in the atlases (such as the geographic feature and place 
names, road types, the names of urban areas and cities) can be 
used. The data obtained from the atlases are usually 
complementary data of a GIS and used generally as the 
secondary data resources (Ozbalmumcu, 1999). 
2.12 Geographic Feature Names Catalogue (Gazetteers) 
These documents generally contain up-to-date names of 
geographic locations, urban, rural and regional area, natural and 
artificial features such as hills, mountains, bridges, roads, towers 
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