The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Quantifying DEM Uncertainty and its Effect on Topographic Parameters
Abstract
Digital elevation models (DEMs) are representations of topography with inherent errors that constitute uncertainty. DEM data are often used in analyses without quantifying the effects of these errors. This paper describes a Monte Carlo methodology for evaluation of the effects of uncertainty on elevation and derived topographic parameters. Four methods for representing DEM uncertainty that utilize metadata and spatial characteristics of a DEM are presented. Seven statistics derived from simulation results were used to quantify the effect of DEM error. When uncertainty was quantified by the average relative absolute difference, elevation did not deviate. The range of deviation across the four methods for slope was 5 to 8 percent, 460 to 950 percent for derived catchment areas and 4 to 9 percent for the topographic index. This research demonstrates how application of this methodology can address DEM uncertainty, contributing to more responsible use of elevation and derived topographic parameters, and ultimately results obtained from their use.
Overview
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
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?
Autocorrelation in random error was not accounted for, with completely random unfiltered error fields used instead.
“In contrast to Lewis (2021), autocorrelation in random error was not accounted for, with completely random unfiltered error fields used instead (Wechsler & Kroll, 2006).”
From Explaining known past routes, underdetermination, and the use of multiple cost functions (2024) · cites this paper as Wechsler & Kroll, 2006
The effect of the random error fields can be deemed as the worst-case scenario.
“As a result of the second advantage, the effect of the random error fields can be deemed as the worst-case scenario (Wechsler & Kroll, 2006).”
From Explaining known past routes, underdetermination, and the use of multiple cost functions (2024) · cites this paper as Wechsler & Kroll, 2006
A mean 77×77 filter was applied to ensure that the random error fields were spatially autocorrelated.
“To ensure that the random error fields were spatially autocorrelated with themselves, a mean 77×77 filter was applied (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 Wechsler & Kroll, 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 Wechsler & Kroll, 2006
The DEM is often used as an error-free model of the topography in archaeological LCP studies.
“In particular, the digital elevation model (DEM), which forms the basis of the majority of archaeological LCP studies (Herzog, 2010;Verhagen, 2018), is often used as an error-free model of the topography (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 Wechsler & Kroll, 2006
The 77×77 window size was derived through a semivariogram based on the DEM.
“The window size of 77×77 was derived through the use of a semivariogram based on the DEM (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 Wechsler & Kroll, 2006
Citations
Cites
BEVEN, K. J., & KIRKBY, M. J. (1979) · Hydrological Sciences Bulletin · doi:10.1080/02626667909491834 · Cited by 6,670
Flagged first, then by citations
Research works printed but not linked: 42
- P. Black, 1959, Interception of rainfall by a hardwood canopy, Dergisi, 9, 218
- P. Bolstad, 1997, Cumulative impacts of landuse on water quality in a southern Appalachian watershed, Journal of the American Water Resources Association, 33, 519, 10.1111/j.1752-1688.1997.tb03529.x · DOI · Paper page
- P. Burrough, 1998, Principles of Geographic Information Systems, 333
- J. Carter, 1990, Some effects of spatial resolution in the calculation of slope using the spatial derivative, 1, 43
- V. Caruso, 1987, Standards for digital elevation models, 4, 159
- M. Costa-Cabral, 1994, Digital elevation model networks (DEMON): A model of flow over hillslopes for computation of contributing and dispersal areas, Water Resources Research, 30, 1681, 10.1029/93WR03512 · DOI
- F. Day, 1974, Vegetation patterns on a southern Appalachian watershed, Ecology, 55, 1064, 10.2307/1940356 · DOI
- J.R. Eastman, 1992, IDRISI Technical Reference Version 4.0
- C. Ehlschlaeger, 2002, Representing multiple spatial statistics in generalized elevation uncertainty models: moving beyond the variogram, International Journal of Geographical Information Science, 16, 259, 10.1080/13658810110099116 · DOI
- C. Ehlschlaeger, 1998, The Stochastic Simulation Approach: Tools for Representing Spatial Application Uncertainty
- C. Ehlschlaeger, 1996, Modeling elevation uncertainty in geographical analyses
- 1998, ArcView Spatial Analyst OnLine User Guide
- I. Evans, 1998, Landform Monitoring, Modelling and Analysis, 119
- P. Fisher, 1991, First experiments in viewshed uncertainty: The accuracy of the viewshed area, Photogrammetric Engineering & Remote Sensing, 57, 1321
- G. Heuvelink, 1989, Propagation of errors in spatial modeling with GIS, International Journal of Geographical Information Systems, 3, 303, 10.1080/02693798908941518 · DOI
- K. Holmes, 2000, Error in a USGS 30-meter digital elevation model and its impact on terrain modeling, Journal of Hydrology, 233, 154, 10.1016/S0022-1694(00)00229-8 · DOI
- B. Horn, 1981, Hillshading and the reflectance map, 69, 4
- G. Hunter, 1997, Modeling the uncertainty of slope and aspect estimates derived from spatial databases, Geographical Analysis, 29, 35, 10.1111/j.1538-4632.1997.tb00944.x · DOI
- G. Hunter, 1995, Dealing with error in spatial databases: A simple case study, Photogrammetric Engineering & Remote Sensing, 61, 529
- S. Jenson, 1988, Extracting topographic structure from digital elevation data for geographic information system analysis, Photogrammetric Engineering & Remote Sensing, 54, 1593
- C. Kroll, 1996, Estimation of moments and quantiles using censored data, Water Resources Research, 32, 1005, 10.1029/95WR03294 · DOI
- D. Lanter, 1992, A research based paradigm for propagating error in layer-based GIS, Photogrammetric Engineering & Remote Sensing, 58, 825
- J. Lee, 1992, Modeling the effect of data errors on feature extraction from digital elevation models, Photogrammetric Engineering & Remote Sensing, 58, 1461
- D. Lettenmaier, 1993, Handbook of Hydrology
- R. Liu, 1993, The Effects of Spatial Data Error on Forest Management Decisions, 1
- C. Lopez, 1997, Locating some types of random errors in digital terrain models, International Journal of Geographical Information Science, 11, 677, 10.1080/136588197242149 · DOI
- C. Mondello, 2004, 10-year industry forecast phases I-III–Study documentation, Photogrammetric Engineering & Remote Sensing, 70, 7
- M. Monmonier, 1991, How to Lie with Maps, 207
- C. Monkton, 1994, Innovations in GIS 1, 201
- D. Oliver, 1995, Moving averages for Gaussian simulation in two and three dimensions, Mathematical Geology, 27, 939, 10.1007/BF02091660 · DOI
- S. Openshaw, 1991, Handling Geographic Information: Methodology and Potential Applications, 78
- A. Östman, 1987, Accuracy estimation of digital elevation data banks, Photogrammetric Engineering & Remote Sensing, 53, 425
- P. Quinn, 1991, The prediction of hillslope flow paths for distributed hydrological modeling using digital terrain models, Hydrological Processes, 5, 59, 10.1002/hyp.3360050106 · DOI
- W. Ryder, 1996, Measuring the performance of algorithms for generating ground slope, 208
- A. Skidmore, 1989, A comparison of techniques for calculating gradient and aspect from a gridded digital elevation model, International Journal of GIS, 3, 323
- D. Tarboton, 1997, A new method for the determination of flow directions and upslope areas in grid digital elevation models, Water Resources Research, 33, 309, 10.1029/96WR03137 · DOI · Paper page
- 2004, USGS geodata download statistics
- 1995, National Mapping Program Technical Instructions, Part 2-Specifications
- H. Veregin, 1997, The effects of vertical error in digital elevation models on the determination of flow path direction, Cartography and Geographic Information Systems, 24, 67, 10.1559/152304097782439330 · DOI
- S. Wechsler, 2003, Perceptions of digital elevation model uncertainty by DEM users, Urban and Regional Information Systems Association Journal, 15, 57
- D. Wolock, 1995, Comparison of single and multiple flow direction algorithms for computing topographic parameters, Water Resources Research, 31, 1315, 10.1029/95WR00471 · DOI
- J. Wright, 1942, Map makers are human: Comments on the subjective in maps, The Geographical Review, 32, 527, 10.2307/209994 · DOI
Cited by
Sorted by citations
Lewis, J. (2021) · Journal of Archaeological Method and Theory · doi:10.1007/s10816-021-09522-w · Cited by 53
Explaining known past routes, underdetermination, and the use of multiple cost functions
Lewis, J. (2024) · Journal of Archaeological Method and Theory · doi:10.1007/s10816-023-09621-w · Cited by 15
Metadata
- Authors
- Wechsler, S. P., & Kroll, C. N.
- Venue
- Photogrammetric Engineering & Remote Sensing
- Published
- 2006-09-01
- Volume
- 72
- Issue
- 9
- Pages
- 1081-1090
- ISSN
- 0099-1112
- Cited by
- 148
- References
- 1
- 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