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Causes and consequences of error in digital elevation models
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.
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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).”
From Probabilistic modelling for incorporating uncertainty in least cost path results: a postdictive roman road case study (2021) · cites this paper as 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).”
From Probabilistic modelling for incorporating uncertainty in least cost path results: a postdictive roman road case study (2021) · cites this paper as Fisher & Tate, 2006
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Research works printed but not linked: 122
- Agumya, A., 1997, ITC Journal, 109
- Agumya, A., 1999, URISA Journal, 11, 33
- Agumya, A., 1999, Spatial accuracy assessment: land information uncertainty in natural resources, 35
- 10.1080/13658810210137031 · DOI
- 10.14358/PERS.69.7.755 · DOI
- 10.1016/S0165-0114(02)00250-6 · DOI
- 10.1016/S0924-2716(99)00014-3 · DOI
- 10.1002/hyp.343 · DOI
- Bolstad, P.V., 1994, Photogrammetric Engineering and Remote Sensing, 60, 1327
- 10.1016/S0098-3004(97)00081-2 · DOI
- Brown, D.G., 1994, Photogrammetric Engineering and Remote Sensing, 60, 189
- 10.1080/10106048609354060 · DOI
- 10.1080/136588197242257 · DOI
- 10.3138/AJ35-34H3-524K-0685 · DOI
- 10.1559/152304091783805626 · DOI
- Chrisman, N.R., 1983, National Committee for Digital Cartographic Data Standards Report 3, 3
- Cooper, M.A.R., 1998, Landform monitoring, modelling and analysis, 21
- 10.1080/13658810110053125 · DOI
- 10.1109/36.964985 · DOI
- 10.1080/136588197242239 · DOI · Paper page
- 10.1016/S0098-3004(97)00012-5 · DOI
- 10.1080/13658810110053116 · DOI
- 10.1559/152304096782438882 · DOI
- de Fazio, M., Proceedings of IGARSS'93, 1207
- 10.1029/WR015i002p00269 · DOI
- 10.1002/(SICI)1096-9837(199706)22:6<563::AID-ESP713>3.0.CO;2-3 · DOI
- Devillers, R., OEEPE/ISPRS Joint Workshop on Spatial Data Quality Management, 21
- Dubayah, R., 2000, Spatial information for land use management, 25
- 10.1080/136588100240967 · DOI
- Eastman, J.R., 1993, GIS and decision making
- 10.1016/S0098-3004(97)00005-8 · DOI
- 10.1002/hyp.266 · DOI
- Englund, E., 1993, Environmental modeling and GIS, 432
- Evans, I.S., 1980, Zeitschrift für Geomorphologie, 36, 274
- 10.1016/0924-2716(94)90044-2 · DOI
- Fisher, P.F., 1991, Photogrammetric Engineering and Remote Sensing, 57, 1321
- Fisher, P.F., 1992, Photogrammetric Engineering and Remote Sensing, 58, 345
- 10.1080/02693799308901965 · DOI
- 10.1111/j.1467-9671.1996.tb00035.x · DOI
- Fisher, P.F., 1996, Geographical Systems, 3, 33
- 10.1559/152304096782438828 · DOI
- 10.1023/A:1009717704255 · DOI · Paper page
- 10.1016/S0165-0114(99)00009-3 · DOI
- 10.1080/136588198242003 · DOI
- Frank, A.U., 1998, Data quality in geographic information: from error to uncertainty, 15
- 10.1002/esp.3290190609 · DOI
- 10.1016/S0924-2716(00)00018-6 · DOI
- 10.1080/136588197242464 · DOI
- 10.1080/136588198241545 · DOI
- Garbrecht, J., 1995, Photogrammetric Engineering and Remote Sensing, 61, 519
- 10.1016/S0303-2434(99)85003-X · DOI
- Gong, J., 2000, Photogrammetric Engineering and Remote Sensing, 66, 1113
- Goodchild, M.F., 1996, Elements of spatial data quality, 59
- Goodchild, M.F., 1992, Photogrammetric Engineering and Remote Sensing, 58, 1568
- 10.1080/014311698214190 · DOI
- Guth, P.L., 1999, Photogrammetric Engineering and Remote Sensing, 65, 289
- 10.4324/9780203016114 · DOI · Paper page
- 10.1080/02693798908941518 · DOI
- 10.1016/S0022-1694(00)00229-8 · DOI
- 10.1016/S0924-2716(98)00013-6 · DOI
- Hunter, G.J., 1993, Journal of the Urban and Regional Information Systems Association, 5, 55
- Hunter, G.J., 1995, Photogrammetric Engineering and Remote Sensing, 61, 529
- 10.1111/j.1467-9671.1996.tb00030.x · DOI
- 10.1111/j.1538-4632.1997.tb00944.x · DOI
- Huss, R.E., 1997, Photogrammetric Engineering and Remote Sensing, 63, 415
- Hutchinson, M.F., 1999, Geographical Information Systems, volume 1: principles and technical issues, 105
- Jenson, S.K., 1988, Photogrammetric Engineering and Remote Sensing, 54, 1593
- 10.1016/S0034-4257(00)00136-X · DOI · Paper page
- 10.1080/136588199241067 · DOI
- Kraus, K., 1994, Photogrammetric Engineering and Remote Sensing, 60, 457
- 10.1559/152304083783914958 · DOI
- Leberl, F.W., 1982, Photogrammetric Engineering and Remote Sensing, 48, 615
- Lemmens, M.J.P.M., 1999, Proceedings of the International Symposium on Spatial Data Quality '99, 210
- 10.1111/j.1477-9730.1988.tb00636.x · DOI
- 10.1111/j.1477-9730.1992.tb00211.x · DOI
- 10.1016/0924-2716(94)90051-5 · DOI
- Li, Z., 1999, Proceedings of the International Symposium on Spatial Data Quality '99, 202
- 10.1111/j.1538-4632.1999.tb00981.x · DOI
- 10.1016/S0165-0114(02)00139-2 · DOI
- 10.1080/136588197242149 · DOI
- 10.1111/1467-9671.00037 · DOI
- 10.1080/13658810210129111 · DOI
- 10.3138/Y481-6J14-8802-G755 · DOI
- 10.1559/152304087783875723 · DOI
- Mitas, L., 1999, Geographical Information Systems, volume 1: principles and technical issues, 481
- Monckton, C., 1994, Innovations in GIS 1, 201
- 10.3138/5R70-4W74-1H17-6X06 · DOI
- 10.1111/j.1467-9671.1997.tb00058.x · DOI
- 10.1016/0022-1694(94)02671-W · DOI
- 10.1080/02693799008941549 · DOI
- 10.1111/j.1477-9730.1987.tb00579.x · DOI
- Petrie, G., 1990, Terrain modelling in surveying and civil engineering, 26
- Pike, R.J., 2000, Progress in Physical Geography, 24, 1
- Polidori, L., 1991, Photogrammetric Engineering and Remote Sensing, 57, 1329
- Press, W.H., 1989, Numerical recipes: the art of scientific computing (FORTRAN version)
- 10.1080/014311600210957 · DOI
- 10.1111/j.1477-9730.1994.tb00793.x · DOI
- 10.1007/3-540-45799-2_20 · DOI
- Shearer, J.W., 1990, Terrain modelling in surveying and civil engineering, 315
- 10.1007/978-1-4613-0209-4_11 · DOI
- 10.1080/02693798908941519 · DOI
- 10.1080/02693799008941527 · DOI
- Tate, N.J., 2005, Qualité de l'Iinformation géographique, 94
- Taylor, J.R., 1982, An introduction to error analysis
- Thapa, K., 1992, Photogrammetric Engineering and Remote Sensing, 58, 835
- Theobald, D.M., 1989, The accuracy of spatial databases, 99
- 10.1016/0031-8663(86)90002-5 · DOI
- US Geological Survey (USGS), 1990, Digital elevation models: data users guide
- Veregin, H., 1989, The accuracy of spatial databases, 3
- 10.1559/152304097782439330 · DOI
- Veregin, H., 1999, Geographical Information Systems – principles and applications, 177
- 10.1029/1999WR900034 · DOI
- Watson, D.F., 1992, Contouring: a guide to the analysis and display of spatial data
- 10.1016/S0924-2716(99)00011-8 · DOI
- 10.1007/978-3-642-56094-1_30 · DOI
- 10.1002/1099-1085(20000815/30)14:11/12<1909::AID-HYP45>3.0.CO;2-6 · DOI
- 10.1029/94WR01971 · DOI
- Wood, J., 1994, Visualization in Geographical Information Systems, 168
- Wood, J., 2002, Virtual reality in geography, 163
- 10.1109/38.204967 · DOI
- 10.1559/152304000783547911 · DOI
- 10.4324/9780203471326 · DOI
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Lewis, J. (2021) · Journal of Archaeological Method and Theory · doi:10.1007/s10816-021-09522-w · Cited by 53
Metadata
- Authors
- Fisher, P. F., & Tate, N. J.
- Venue
- Progress in Physical Geography: Earth and Environment
- Publisher
- SAGE Publications
- Published
- 2006-08
- Volume
- 30
- Issue
- 4
- Pages
- 467-489
- ISSN
- 0309-1333
- 1477-0296
- Cited by
- 405
- References
- 0
- Language
- en
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