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dc.contributor.authorLouhaichi, M.
dc.contributor.authorBorman, M. M.
dc.contributor.authorJohnson, A. L.
dc.contributor.authorJohnson, D. E.
dc.date.accessioned2020-09-18T05:06:53Z
dc.date.available2020-09-18T05:06:53Z
dc.date.issued2003-01-01
dc.identifier.citationLouhaichi, M., Borman, M. M., Johnson, A. L., & Johnson, D. E. (2003). Creating low-cost high-resolution digital elevation models. Journal of Range Management, 56(1), 92-96.
dc.identifier.issn0022-409X
dc.identifier.doi10.2307/4003887
dc.identifier.doi10.2458/azu_jrm_v56i1_louhaichi
dc.identifier.urihttp://hdl.handle.net/10150/643722
dc.description.abstractEcologists and agronomists are interested in topography because it affects soil, plant, and hydrologic processes. Digital elevation models (DEMs) accurate to several centimeters of vertical elevation are needed but construction is time consuming and expensive when traditional surveying methods are used. Carrier-phase differential global positioning systems can map vertical changes in topography with root mean square errors (RMSE) of 2 to 9 cm, but equipment is expensive (20,000 to 100,000). Coarse-acquisition code differential global positioning systems (C/A code-DGPS) are much cheaper ( 8,000) and widely available but vertical errors are large with root mean square errors of 100 to 200 cm, which severely limits their usefulness in ecological studies. We combined a coarse-acquisition code differential global positioning system and a laser level (1,000) to map topographic change in fields, wetlands, and research plots. Our technique uses the coarse-acquisition code differential global positioning system for longitudinal and latitudinal (X or easting, Y or northing) position while the laser level provides vertical position (elevation) as measured from a ground control point or monument. Measuring elevation across a field scale area is a 2-step procedure. At each sample location the distance from the laser level to the ground is determined and entered as a comment in the differential global positioning systems data logger. In the office, sample locations are differentially corrected and elevation is calculated by subtracting the laser level-to-ground distance from the elevation of the laser. Data is then imported to geographic information system (GIS) software that interpolates between points. The differential global positioning system yields X, Y locations with a root mean square error of between 0.5 and 1.0 m. Elevations measured with our laser level had anaccuracy of better than 2 cm across its 230 m working radius. Our technique works best for areas up to approximately 40 ha on open, rolling terrain.
dc.language.isoen
dc.publisherSociety for Range Management
dc.relation.urlhttps://rangelands.org/
dc.rightsCopyright © Society for Range Management.
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/
dc.subjectlasers
dc.subjectterrain
dc.subjectglobal positioning systems
dc.subjectcomputer software
dc.subjectcosts and returns
dc.subjectgeographic information systems
dc.subjectmodels
dc.subjecttopography
dc.subjectaltitude
dc.subjectdigital elevation model
dc.subjectDEM
dc.subjectdigital terrain model
dc.subjectDTM
dc.subjectgeographic information systems
dc.subjectGIS
dc.subjectglobal position system
dc.subjectGPS
dc.subjecttopography
dc.titleCreating low-cost high-resolution digital elevation models
dc.typetext
dc.typeArticle
dc.identifier.journalJournal of Range Management
dc.description.collectioninformationThe Journal of Range Management archives are made available by the Society for Range Management and the University of Arizona Libraries. Contact lbry-journals@email.arizona.edu for further information.
dc.eprint.versionFinal published version
dc.description.admin-noteMigrated from OJS platform August 2020
dc.source.volume56
dc.source.issue1
dc.source.beginpage92-96
refterms.dateFOA2020-09-18T05:06:53Z


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