Skip to main content
Log in

A new approach to simulate positional error of line segment in GIS

  • Published:
Geo-spatial Information Science

Abstract

To determine the distribution of positional error of a line segment, Monte Carlo approach is applied to simulate the probability density function of a line segment with the assumption that the error of endpoints in a line segment follows a two-dimensional normal distribution. For such purpose, a stochastic generator used for uncertain endpoints with the two-dimensional normal distribution is presented. This forms the basis of the generation of random line segment for the simulation of the error model of a whole line segment. The error models cover the cases where two endpoints are either independent or dependent to each other, also including a special case that the distance between two random endpoints in a line segment is close enough.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Guptill S C, Morrison J L (1995) Elements of spatial data quality[M]. Oxford: Elsevier Scientific

    Google Scholar 

  2. Shi Wenzhong, Liu Wenbao (2000) A stochastic process-based model for positional error of line segments in GIS [J].International Journal of Geographic Information Science, 14 (1): 51–66

    Article  Google Scholar 

  3. Perkal J (1956) On epsilon length[J].Bulletin de I' Academie Polonaise des Sciences, 4: 399–403

    Google Scholar 

  4. Chrisman N R (1982) A theory of cartographic error and its measurement in digital databases[C]. AutoCarto 5, Crystal City, VA

  5. Blakemore M (1984) Generalization and error in spatial databases[J].Cartographica, 21: 131–139

    Google Scholar 

  6. Dutton G (1992) Handling positional uncertainty in spatial databases[C]. The 5th International Symposium on Spatial Data Handling, Charleston

  7. Shi Wenzhong (1994) Modeling positional and the matic uncertainty in integration of remote sensing and GIS[D]. Netherlands: ITC

    Google Scholar 

  8. Liu Wenbao (1995) Theory on uncertainty of spatial data in GIS[D]. Wuhan: Wuhan Technical University of Surveying and Mapping. (in Chinese)

    Google Scholar 

  9. Liu Wenbao, Dai Honglei, Xu Panlin (1998) Models of positional error donut for planar polygon in GIS [J].Acta Geogdaetica et Cartographica Sinica, 27 (4): 338–344

    Google Scholar 

  10. Deng Min (2004) Approaches for topological relations between spatial regions with uncertainty[D]. Thailand: Asian Institute of Technology

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Additional information

Funded by the National Natural Science Foundation of China (N0. 40501053), the Open Research Fund Program of LIESMARS (No. WKL040304) and the Open Research Fund Program of Key Laboratory of Geomatics and Digital Technology, Shandong Province (No. SD040201).

About this article

Cite this article

Lei, Z., Min, D. & Xiaoyong, C. A new approach to simulate positional error of line segment in GIS. Geo-spat. Inf. Sci. 9, 142–146 (2006). https://doi.org/10.1007/BF02826940

Download citation

  • Received:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02826940

Key words

CLC Number

Navigation