Cited by 405

The DOI matches its Crossref record.

Causes and consequences of error in digital elevation models

Fisher, Peter F., Tate, Nicholas J.·2006·Progress in Physical Geography: Earth and Environment

Abstract

All digital data contain error and many are uncertain. Digital models of elevation surfaces consist of files containing large numbers of measurements representing the height of the surface of the earth, and therefore a proportion of those measurements are very likely to be subject to some level of error and uncertainty. The collection and handling of such data and their associated uncertainties has been a subject of considerable research, which has focused largely upon the description of the effects of interpolation and resolution uncertainties, as well as modelling the occurrence of errors. However, digital models of elevation derived from new technologies employing active methods of laser and radar ranging are becoming more widespread, and past research will need to be re-evaluated in the near future to accommodate such new data products. In this paper we review the source and nature of errors in digital models of elevation, and in the derivatives of such models. We examine the correction of errors and assessment of fitness for use, and finally we identify some priorities for future research.

Overview

Integrity signals

Registry

Crossref · 10.1191/0309133306pp492ra

Cites

Statistics

Recomputing p-values needs the paper’s full text.

Verification

Claims the paper makes

This paper’s full text isn’t openly available, so its claims and self-check weren’t run. The registry and citation checks still apply.

Claims other papers make about this one

Each is checked against this paper’s own text: does it say what the citing paper says it does?

  • Cost surfaces and LCPs are often viewed as infallible, ignoring that they were derived from a DEM containing random errors.

    “Instead, cost surfaces and LCPs are often viewed as 'infallible' (Brouwer Burg, 2017), ignoring that they were derived from a DEM containing random errors: that is, errors accrued from mistakes during the creation of the DEM (Fisher & Tate, 2006).”
  • The error fields representing vertical error within the DEM were generated from random values drawn from a normal distribution with mean 0 and standard deviation 4, the RMSE of the DEM.

    “The error fields representing vertical error within the DEM were generated from random values drawn from a normal distribution of mean = 0 and standard deviation = 4 (i.e. the RMSE of the DEM) (Fisher, 1998;Fisher & Tate, 2006;Wechsler & Kroll, 2006).”

Citations

Cites

No references could be resolved yet.

Research works printed but not linked: 122

  1. Agumya, A., 1997, ITC Journal, 109
  2. Agumya, A., 1999, URISA Journal, 11, 33
  3. Agumya, A., 1999, Spatial accuracy assessment: land information uncertainty in natural resources, 35
  4. 10.1080/13658810210137031 · DOI
  5. 10.14358/PERS.69.7.755 · DOI
  6. 10.1016/S0165-0114(02)00250-6 · DOI
  7. 10.1016/S0924-2716(99)00014-3 · DOI
  8. 10.1002/hyp.343 · DOI
  9. Bolstad, P.V., 1994, Photogrammetric Engineering and Remote Sensing, 60, 1327
  10. 10.1016/S0098-3004(97)00081-2 · DOI
  11. Brown, D.G., 1994, Photogrammetric Engineering and Remote Sensing, 60, 189
  12. 10.1080/10106048609354060 · DOI
  13. 10.1080/136588197242257 · DOI
  14. 10.3138/AJ35-34H3-524K-0685 · DOI
  15. 10.1559/152304091783805626 · DOI
  16. Chrisman, N.R., 1983, National Committee for Digital Cartographic Data Standards Report 3, 3
  17. Cooper, M.A.R., 1998, Landform monitoring, modelling and analysis, 21
  18. 10.1080/13658810110053125 · DOI
  19. 10.1109/36.964985 · DOI
  20. 10.1080/136588197242239 · DOI · Paper page
  21. 10.1016/S0098-3004(97)00012-5 · DOI
  22. 10.1080/13658810110053116 · DOI
  23. 10.1559/152304096782438882 · DOI
  24. de Fazio, M., Proceedings of IGARSS'93, 1207
  25. 10.1029/WR015i002p00269 · DOI
  26. 10.1002/(SICI)1096-9837(199706)22:6<563::AID-ESP713>3.0.CO;2-3 · DOI
  27. Devillers, R., OEEPE/ISPRS Joint Workshop on Spatial Data Quality Management, 21
  28. Dubayah, R., 2000, Spatial information for land use management, 25
  29. 10.1080/136588100240967 · DOI
  30. Eastman, J.R., 1993, GIS and decision making
  31. 10.1016/S0098-3004(97)00005-8 · DOI
  32. 10.1002/hyp.266 · DOI
  33. Englund, E., 1993, Environmental modeling and GIS, 432
  34. Evans, I.S., 1980, Zeitschrift für Geomorphologie, 36, 274
  35. 10.1016/0924-2716(94)90044-2 · DOI
  36. Fisher, P.F., 1991, Photogrammetric Engineering and Remote Sensing, 57, 1321
  37. Fisher, P.F., 1992, Photogrammetric Engineering and Remote Sensing, 58, 345
  38. 10.1080/02693799308901965 · DOI
  39. 10.1111/j.1467-9671.1996.tb00035.x · DOI
  40. Fisher, P.F., 1996, Geographical Systems, 3, 33
  41. 10.1559/152304096782438828 · DOI
  42. 10.1023/A:1009717704255 · DOI · Paper page
  43. 10.1016/S0165-0114(99)00009-3 · DOI
  44. 10.1080/136588198242003 · DOI
  45. Frank, A.U., 1998, Data quality in geographic information: from error to uncertainty, 15
  46. 10.1002/esp.3290190609 · DOI
  47. 10.1016/S0924-2716(00)00018-6 · DOI
  48. 10.1080/136588197242464 · DOI
  49. 10.1080/136588198241545 · DOI
  50. Garbrecht, J., 1995, Photogrammetric Engineering and Remote Sensing, 61, 519
  51. 10.1016/S0303-2434(99)85003-X · DOI
  52. Gong, J., 2000, Photogrammetric Engineering and Remote Sensing, 66, 1113
  53. Goodchild, M.F., 1996, Elements of spatial data quality, 59
  54. Goodchild, M.F., 1992, Photogrammetric Engineering and Remote Sensing, 58, 1568
  55. 10.1080/014311698214190 · DOI
  56. Guth, P.L., 1999, Photogrammetric Engineering and Remote Sensing, 65, 289
  57. 10.4324/9780203016114 · DOI · Paper page
  58. 10.1080/02693798908941518 · DOI
  59. 10.1016/S0022-1694(00)00229-8 · DOI
  60. 10.1016/S0924-2716(98)00013-6 · DOI
  61. Hunter, G.J., 1993, Journal of the Urban and Regional Information Systems Association, 5, 55
  62. Hunter, G.J., 1995, Photogrammetric Engineering and Remote Sensing, 61, 529
  63. 10.1111/j.1467-9671.1996.tb00030.x · DOI
  64. 10.1111/j.1538-4632.1997.tb00944.x · DOI
  65. Huss, R.E., 1997, Photogrammetric Engineering and Remote Sensing, 63, 415
  66. Hutchinson, M.F., 1999, Geographical Information Systems, volume 1: principles and technical issues, 105
  67. Jenson, S.K., 1988, Photogrammetric Engineering and Remote Sensing, 54, 1593
  68. 10.1016/S0034-4257(00)00136-X · DOI · Paper page
  69. 10.1080/136588199241067 · DOI
  70. Kraus, K., 1994, Photogrammetric Engineering and Remote Sensing, 60, 457
  71. 10.1559/152304083783914958 · DOI
  72. Leberl, F.W., 1982, Photogrammetric Engineering and Remote Sensing, 48, 615
  73. Lemmens, M.J.P.M., 1999, Proceedings of the International Symposium on Spatial Data Quality '99, 210
  74. 10.1111/j.1477-9730.1988.tb00636.x · DOI
  75. 10.1111/j.1477-9730.1992.tb00211.x · DOI
  76. 10.1016/0924-2716(94)90051-5 · DOI
  77. Li, Z., 1999, Proceedings of the International Symposium on Spatial Data Quality '99, 202
  78. 10.1111/j.1538-4632.1999.tb00981.x · DOI
  79. 10.1016/S0165-0114(02)00139-2 · DOI
  80. 10.1080/136588197242149 · DOI
  81. 10.1111/1467-9671.00037 · DOI
  82. 10.1080/13658810210129111 · DOI
  83. 10.3138/Y481-6J14-8802-G755 · DOI
  84. 10.1559/152304087783875723 · DOI
  85. Mitas, L., 1999, Geographical Information Systems, volume 1: principles and technical issues, 481
  86. Monckton, C., 1994, Innovations in GIS 1, 201
  87. 10.3138/5R70-4W74-1H17-6X06 · DOI
  88. 10.1111/j.1467-9671.1997.tb00058.x · DOI
  89. 10.1016/0022-1694(94)02671-W · DOI
  90. 10.1080/02693799008941549 · DOI
  91. 10.1111/j.1477-9730.1987.tb00579.x · DOI
  92. Petrie, G., 1990, Terrain modelling in surveying and civil engineering, 26
  93. Pike, R.J., 2000, Progress in Physical Geography, 24, 1
  94. Polidori, L., 1991, Photogrammetric Engineering and Remote Sensing, 57, 1329
  95. Press, W.H., 1989, Numerical recipes: the art of scientific computing (FORTRAN version)
  96. 10.1080/014311600210957 · DOI
  97. 10.1111/j.1477-9730.1994.tb00793.x · DOI
  98. 10.1007/3-540-45799-2_20 · DOI
  99. Shearer, J.W., 1990, Terrain modelling in surveying and civil engineering, 315
  100. 10.1007/978-1-4613-0209-4_11 · DOI
  101. 10.1080/02693798908941519 · DOI
  102. 10.1080/02693799008941527 · DOI
  103. Tate, N.J., 2005, Qualité de l'Iinformation géographique, 94
  104. Taylor, J.R., 1982, An introduction to error analysis
  105. Thapa, K., 1992, Photogrammetric Engineering and Remote Sensing, 58, 835
  106. Theobald, D.M., 1989, The accuracy of spatial databases, 99
  107. 10.1016/0031-8663(86)90002-5 · DOI
  108. US Geological Survey (USGS), 1990, Digital elevation models: data users guide
  109. Veregin, H., 1989, The accuracy of spatial databases, 3
  110. 10.1559/152304097782439330 · DOI
  111. Veregin, H., 1999, Geographical Information Systems – principles and applications, 177
  112. 10.1029/1999WR900034 · DOI
  113. Watson, D.F., 1992, Contouring: a guide to the analysis and display of spatial data
  114. 10.1016/S0924-2716(99)00011-8 · DOI
  115. 10.1007/978-3-642-56094-1_30 · DOI
  116. 10.1002/1099-1085(20000815/30)14:11/12<1909::AID-HYP45>3.0.CO;2-6 · DOI
  117. 10.1029/94WR01971 · DOI
  118. Wood, J., 1994, Visualization in Geographical Information Systems, 168
  119. Wood, J., 2002, Virtual reality in geography, 163
  120. 10.1109/38.204967 · DOI
  121. 10.1559/152304000783547911 · DOI
  122. 10.4324/9780203471326 · DOI

Cited by

Sorted by citations

Metadata

Authors
Fisher, P. F., & Tate, N. J.
Venue
Progress in Physical Geography: Earth and Environment
Published
2006-08
Volume
30
Issue
4
Pages
467-489
ISSN
  • 0309-1333
  • 1477-0296
Cited by
405
References
0
Language
en

About these checks

Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.

Statistics and arithmetic are recomputed, not judged.

Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.

What counts as a claim ›How we measure confidence ›How we check this ›

Are you an author, or do you see a problem with this page? Request a review