Full text: Proceedings, XXth congress (Part 4)

  
  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B4. Istanbul 2004 
conditions and checks were implemented in order to satisfy the 
required rules by the highway agency. The component ‘Road 
Event' was also implemented subject to similar modifications. 
With the defined method Detecting Alignment Elements of 
‘Linear Geometry’ geometrical component of the proposed 
conceptual data model was generated. Topology component was 
implemented as proposed in the conceptual data model, which is 
shown in Figure 3. 
  
  
  
  
  
  
  
Figure 3: Implemented Geometry and Topology Components 
The defined method Dynamic Reference Transformation of 
‘Road Event’ was generated using ArcObjects. Through 
compatible programming languages such as Visual Basic, 
Visual C++ and Delphi, it is possible to create or add user- 
defined objects to a database, which operate directly with 
ArcObjects. As the sample data was dependent on the link-node 
linear referencing system, this methodology was used for re- 
transformation during designed interfaces. (Pfannmóller,2001) 
‘Road Event’, described in the conceptual data model, was 
obtained using the program and existing interfaces. In addition, 
‘Road Event’ object information identified at vertical sections 
were also realized using the methods Detecting Alignment 
Element and Dynamic Reference Transformation. The height 
information was already existed in the provided data set. The 
implementation results are illustrated in Figure 4. 
  
  
  
  
  
  
  
  
  
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Figure 4: Implemented Geometry and Topology Components 
  
The cross-sectional design information, which was predefined 
as the (q, h) reference system, was also implemented. Some of 
the defined integrity constraints in the proposed conceptual data 
model were performed using existing “validation rules” in 
“geometry network” of ArcInfo8™. Others were introduced 
into the system by means of triggers, which will be introduced 
below. An example of the validation rules used in the system 
The maintenance of complex relationships and validation of 
complex rules are often needed to be defined externally, due to 
lack of realization of the encapsulation concept. In order to 
define these, triggers are in the Oracle database management 
system. A trigger is a method which is invoked whenever a 
specified object or attribute is inserted, updated or deleted. 
Ideally, it should be possible to invoke the full range of GIS 
methods within a trigger and it should be possible to cause the 
current transaction to be rolled back if an invalid condition is 
found within a trigger. Procedures are started explicitly by the 
user, by an application or also a trigger. These are procedures 
written in PL/SQL, Java, or C that execute ("fire") implicitly. 
With the releasing event it concerns one or more Data 
Manipulation Language (DML) operations (insert, update and 
delete). The connectivity rules, redundancy controls, integrity 
constraints were performed using this method. 
5. Conclusion 
In order to increase the efficiency and to provide data 
integration, this study considered a progressive approach 
appropriate to the conceptual data modelling requirements of an 
entire highway agency. The designed generic conceptual data 
model presents a considerable departure from traditional 
network-data models in order to comprehend the user 
assessments. With the Dynamic Reference Transformation 
method; i) decomposition of spatial and non-spatial information 
is realized. This increases the stability and simplifies the data 
maintenance, ii) thematic data is independent of geometrical 
displacements such as; realignment and error corrections, 
iii)multi-dimensional road information is mapped into the 
conceptual data model without redundancy, iv)no pre-defined 
methodology is required, users are frec to apply the most 
appropriate methodology from their point of view. This is 
because every one-dimensional reference system is transformed 
dynamically and stored in a three-dimensional coordinate 
system, v) re-transformation into 1-D is modelled and supported 
by means of interfaces, vi)stochastic properties of linear 
—.1 elements and (/, q) parameters are available, vii)full integration 
i is realized with other data acquisition techniques where 
information is referenced 3-D, viii)existing data with multiple 
referencing systems is fully integrated, ix)due to the minimal 
data acquisition requirements, a more economical solution is 
provided compared with other techniques, x)the proposed 
technique is independent of any software vendor or platform. 
This generic approach ensured; i) the abstraction and 
decomposition of geometry, topology and non-spatial data, ii) 
the transformation and integration of multi-dimensional data in 
3-D, iii) the support for multiple topological representation and 
various abstraction levels, iv) the non-planar topological model, 
v) the incorporation of metadata, involving integrity constraints, 
history and quality. The effectiveness of the developed concepts 
was tested on two different projects. According to the results of 
the conducted projects, this approach is explicitly beneficiary 
when compared with the traditional road data models. 
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