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    Creating low-cost high-resolution digital elevation models

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    Author
    Louhaichi, M.
    Borman, M. M.
    Johnson, A. L.
    Johnson, D. E.
    Issue Date
    2003-01-01
    Keywords
    lasers
    terrain
    global positioning systems
    computer software
    costs and returns
    geographic information systems
    models
    topography
    altitude
    digital elevation model
    DEM
    digital terrain model
    DTM
    geographic information systems
    GIS
    global position system
    GPS
    topography
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    Citation
    Louhaichi, 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.
    Publisher
    Society for Range Management
    Journal
    Journal of Range Management
    URI
    http://hdl.handle.net/10150/643722
    DOI
    10.2307/4003887
    10.2458/azu_jrm_v56i1_louhaichi
    Additional Links
    https://rangelands.org/
    Abstract
    Ecologists 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.
    Type
    text
    Article
    Language
    en
    ISSN
    0022-409X
    ae974a485f413a2113503eed53cd6c53
    10.2307/4003887
    Scopus Count
    Collections
    Journal of Range Management, Volume 56, Number 1 (January 2003)

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