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    Study on Accuracy of 1-Degree DEM Versus Topographic Complexity Using GIS Zonal Analysis

    Source: Journal of Surveying Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author:
    Jie Shan
    ,
    Muhammad Zaheer
    ,
    Ejaz Hussain
    DOI: 10.1061/(ASCE)0733-9453(2003)129:2(85)
    Publisher: American Society of Civil Engineers
    Abstract: Zonal analysis in geographic information systems is a useful and convenient tool to study the accuracy of the digital elevation model (DEM) in terms of topographic complexity, which is defined in this paper as the change in terrain slope or slope change. The accuracy of the U.S. Geological Survey 1-degree DEM over two test areas is studied by comparing it with the USGS 7.5-min DEM. The statistical quantities of the DEM errors are studied and modeled using various mathematical functions. It is shown that the standard deviation of the 1-degree DEM can be largely approximated with a linear function of the slope change, while its minimum and maximum errors remain almost unchanged and occur in all slope change zones as a behavior independent of the terrain complexity.
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      Study on Accuracy of 1-Degree DEM Versus Topographic Complexity Using GIS Zonal Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35873
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    contributor authorJie Shan
    contributor authorMuhammad Zaheer
    contributor authorEjaz Hussain
    date accessioned2017-05-08T21:01:38Z
    date available2017-05-08T21:01:38Z
    date copyrightMay 2003
    date issued2003
    identifier other%28asce%290733-9453%282003%29129%3A2%2885%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35873
    description abstractZonal analysis in geographic information systems is a useful and convenient tool to study the accuracy of the digital elevation model (DEM) in terms of topographic complexity, which is defined in this paper as the change in terrain slope or slope change. The accuracy of the U.S. Geological Survey 1-degree DEM over two test areas is studied by comparing it with the USGS 7.5-min DEM. The statistical quantities of the DEM errors are studied and modeled using various mathematical functions. It is shown that the standard deviation of the 1-degree DEM can be largely approximated with a linear function of the slope change, while its minimum and maximum errors remain almost unchanged and occur in all slope change zones as a behavior independent of the terrain complexity.
    publisherAmerican Society of Civil Engineers
    titleStudy on Accuracy of 1-Degree DEM Versus Topographic Complexity Using GIS Zonal Analysis
    typeJournal Paper
    journal volume129
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2003)129:2(85)
    treeJournal of Surveying Engineering:;2003:;Volume ( 129 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian