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    Terrestrial Laser Scanning for Monitoring Streambank Retreat: Comparison with Traditional Surveying Techniques

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author:
    Jonathan P. Resop
    ,
    W. Cully Hession
    DOI: 10.1061/(ASCE)HY.1943-7900.0000233
    Publisher: American Society of Civil Engineers
    Abstract: Data concerning streambank retreat (SBR) rates are important for many different engineering applications such as stream restoration and total maximum daily load (TMDL) development. However, measurement of SBR can be time-consuming and is often characterized by large measurement and interpolation errors. These errors propagate into the calculation of sediment budgets for the development of TMDLs, creating uncertainty in source partitioning and overall load estimates. We compared two techniques for measuring SBR: (1) traditional surveying with a total station and (2) terrestrial laser scanning (TLS). An 11-m streambank on Stroubles Creek in Blacksburg, Virgina was surveyed six times over a 2-year period. The average SBR along the entire bank was estimated to be −0.15 m/year with TLS and −0.18 m/year with total station surveying. The resulting differences in median SBR estimates along five distinct cross sections between each of the survey dates ranged from −0.11 to
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      Terrestrial Laser Scanning for Monitoring Streambank Retreat: Comparison with Traditional Surveying Techniques

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64063
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    contributor authorJonathan P. Resop
    contributor authorW. Cully Hession
    date accessioned2017-05-08T21:50:51Z
    date available2017-05-08T21:50:51Z
    date copyrightOctober 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000256.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64063
    description abstractData concerning streambank retreat (SBR) rates are important for many different engineering applications such as stream restoration and total maximum daily load (TMDL) development. However, measurement of SBR can be time-consuming and is often characterized by large measurement and interpolation errors. These errors propagate into the calculation of sediment budgets for the development of TMDLs, creating uncertainty in source partitioning and overall load estimates. We compared two techniques for measuring SBR: (1) traditional surveying with a total station and (2) terrestrial laser scanning (TLS). An 11-m streambank on Stroubles Creek in Blacksburg, Virgina was surveyed six times over a 2-year period. The average SBR along the entire bank was estimated to be −0.15 m/year with TLS and −0.18 m/year with total station surveying. The resulting differences in median SBR estimates along five distinct cross sections between each of the survey dates ranged from −0.11 to
    publisherAmerican Society of Civil Engineers
    titleTerrestrial Laser Scanning for Monitoring Streambank Retreat: Comparison with Traditional Surveying Techniques
    typeJournal Paper
    journal volume136
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000233
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 010
    contenttypeFulltext
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