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Sessions

Business Applications

Data Development and Evolution

Data Distribution and Access

Engineering and Design Applications

Enterprise Integration

Enterprise Resource Planning

Exploiting Field and Mobile Technologies

Invited Track

Operations Support

People Issues

System Architecture

User Perspectives

Work Management


GITA 1999


Data Development and Evolution


Integration of Legacy, Cots, And Map Data


Discrepancies
Since records systems have been maintained by human beings, potentially using imperfect systems, even in a situation where synchronization, freezing, and match-keys were not problems, discrepancies between the data in the systems will exist. These discrepancies will be identified through a sound data integration process. The findarnental question then is what to do when discrepancies are identified during database construction. The following options essentially describe the options.
  • Resolve each Discrepancy on a Case-by Case Basis, Report the Resolution
  • Resolve each Discrepancy on a Case-by Case Basis, Do Not Report the Resolution
  • Resolve Discrepancies based upon Standard Rules, Report the Resolution
  • Resolve Discrepancies based upon Standard Rules, Do Not Report the Resolution
  • Report Discrepancies
  • Ignore Discrepancies
Determination of the most appropriate strategy for dealing with discrepancies must be carefully and thoroughly considered. Discrepancy resolution, either during or after database construction may be a very time-consuming and expensive undertaking. Conversely, ignoring discrepancies may be inappropriate.

Data Maintenance
The maintenance of data during and after its use in the construction of the integrated geospatial database will be significantly impacted by the implementation of system. In a well-designed system, the data maintenance processes will be more consistent, faster, and more efficient than its predecessor processes. This gain however, is only achievable through some pain.

During the database construction and data integration processes special data maintenance procedures may be required, alternatively it maybe possible to postpone data maintenance during the freeze period, postponing the maintenance effort and creating a "backlog" of records posting activities. Additionally, in cases where synchronization of existing datasets prior to integration was not feasible, special data maintenance activities aimed at achieving synchronization after database construction may be required. Optional approaches to addressing this database maintenance requirement include the inclusion of some backlog posting process within the database construction process, and the limited-term use of additional records posting personnel.

The successful long-term use of the geospatial system and its component datasets will require that all data maintenance requirements are addressed and that all data maintenance activities are well understood. Gaining this understanding and developing appropriate procedures will require the detailed assignment of data maintenance responsibilities and the thorough analysis and design of data maintenance workflows.

Conclusion
The integration of disparate datasets is an essential requirement of geospatial system implementation. Many implementers have underestimated the data integration challenge and under-invested in the analysis of data integration issues prior to beginning geospatial database construction. Successfidly addressing data integration challenges is a critical sub-task of successful geospatial database construction.

While the challenge is often substantial, the issues are predictable and can be addressed through appropriate consideration and procedure development.

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