Full text: Proceedings, XXth congress (Part 4)

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International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B4. Istanbul 2004 
  
  
  
  
  
  
  
Road information can be 1-D (linear referencing systems), 2-D 
(planar coordinates), 3-D (planar coordinates and height 
information) and 4-D (time in case of dynamic objects) 
depending on the usage. The road object is associated with three 
different referencing systems being (X, Y, Z), (1,9), which 
describes linear referencing system and (h.q), defining cross- 
sectional road data, illustrated in Figure 1. 
  
  
q 
  
  
  
  
Figure 1: Reference Systems 
Excluding the planar coordinates, other dimensions, which have 
implicit references such as road identifier, name, stationing 
value, gradient value, are considered as non-spatial information. 
This approach concludes several problems during the system 
maintenance, since road object is subject to change. Redundant 
information storage and mismatch of information is common. 
Since road objects can be static or dynamic, referenced to one, 
two, and three or four dimensions, the traditional road data 
models are insufficient to support data integration. In the 
transportation context, three classes of GIS models are relevant, 
being: i) field nodels, i) discrete models, and i) network 
models (Goodchild, 1998). The network model is the commonly 
used one among these, since many applications only require a 
network model to represent data (Thill, 2000). The network data 
models represent topologically connected linear entities that are 
fixed in the continuous reference surface, inherently 2-D. In the 
model, arcs and nodes themselves are primitives of the discrete 
entity model, stored as geometric structures. Associating I-D 
data with the 2-D planar model is a well-known problem, since 
an attribute was described as a spatial (1-D) event occurring on 
the network, however in many cases I-D data requires to be 
associated with 3-D data. 
In order to comprehend the user requirements and to diminish 
the termined problems, a generic conceptual data model 
needs to be designed after constitution of a criteria list. 
Considering the peculiarity of spatial information, several 
systems were analyzed (Vonderohe ct al.. 1997; Walter, 1997; 
Vejdirektoratet, 1998; NWSIB, 1998, NCHRP, 1998: Gielsdorf, 
1998; BMVBW, 1998; OKSTRA, 2000; Dueker and Butler, 
2000; Sutton and Wymann, 2000; Adams et al., 2000; Portele, 
2001; Koncz and Adams, 2002). According to these studies, a 
model for this purpose should ensure: 1) conceptual 
decomposition of topological, geometric and  thematic 
information, ii) referencing multi-dimensional road information 
in 3-D and time, lil) transformation of datasets, iv) support for 
multiple topological representation and various abstraction 
levels, v) non-planar topological model, vi) history information, 
and vii) incorporation of metadata, involving accuracy and 
integrity constraints. 
  
3. The Conceptual Data Model 
The designed conceptual data model is constituted upon the 
criteria list. During the establishment of external schema, a 
progressive approach appropriate to the conceptual data 
modeling requirements of an entire road administration was 
reflected on. The data model was designed with four distinct 
components: geometry, topology, road events and metadata. 
The main approach of the proposed data model is abstraction 
and decomposition of geometry, topology and non-spatial data. 
The basic component of the proposed data model is geometry, 
which the model is diverging from standard GIS models. In 
most GIS, geometry plays a secondary role compared to 
thematic data and conventionally used for graphical 
visualization. Consequently, it is redundantly implemented. The 
geometry component here is subdivided into three categories; 
point geometry, linear geometry and area geometry. According 
to the proposed conceptual data model, a complex object is an 
aggregation of several simple objects. The point geometry is 
defined in terms of a three-dimensional coordinate system, 
including height information. In order to achieve data 
integration, control of redundancy and optimization of data 
maintenance, linear elements were mapped by means of datum 
invariant parameters, which are either horizontal or vertical 
planes. The planar linear elements have threc parameter types; 
line, arc and clothoid. Area geometry may be either planar or 
non-planar. By considering geometry to be the basic 
component, many of the problems noted are avoided. 
Topology, being non-planar and having two abstraction levels, 
as modeled as a logical abstraction of geometry. Two 
abstraction levels are required for the multi-scale 
representations. The multi-scale representations result from 
seeing the world from different abstraction levels, as well as 
different points of view (Bedard et al., 2002). By possessing 
topological information implicitly, temporal management 
becomes easy. The main elements of topology were node and 
link. According to the conceptual data model, Link is a logical 
connection defined by two nodes. Topology elements are 
adapted from traditional planar networks. Associations between 
nodes and links were applied to both abstraction levels. 
Additional associations were defined for mapping the 
associations between two abstraction levels. Relationships 
between abstractions are modeled as follows: ‘Node I’, being a 
higher abstraction level may be composed of ‘Link II’ and 
‘Node II". Between the first level topology element node (‘Node 
I’) and the second level topology element node (*Node II) a 1: 
0..* relationship is assigned, where ‘Node I’ may be composed 
of many nodes (‘Node Il’) and every ‘Node II’ is assigned to 
only one object ‘Node I’. The relationship between ‘Node I’ and 
‘Link II’ is modeled as 0..1: 0..*, where ‘Node I’ may be 
composed of second level links (‘Link Il) and a second level 
link (*Link I) may be assigned to none or only one ‘Node I’. 
Road junctions can be modeled using these associations. The 
relationship between ‘Link I’ and ‘Link IP is modeled as 0..1: 
0..*, where ‘Link I’ may be composed of second level link’s 
(‘Link IP) and a second level link (‘Link II’) may be assigned to 
‘Link I’. By means of defined abstraction levels. support for 
multiple topological representation and various abstraction 
levels were incorporated into the system. Additionally, defining 
the geometry components in 3D allows implementing a non- 
planar topological model. Implementation results can be found 
in Demirel (2002). 
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