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    Evaluation of ADCP Apparent Bed Load Velocity in a Large Sand-Bed River: Moving versus Stationary Boat Conditions

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author:
    E. C. Jamieson
    ,
    C. D. Rennie
    ,
    R. B. Jacobson
    ,
    R. D. Townsend
    DOI: 10.1061/(ASCE)HY.1943-7900.0000373
    Publisher: American Society of Civil Engineers
    Abstract: Detailed mapping of bathymetry and apparent bed load velocity using a boat-mounted acoustic Doppler current profiler (ADCP) was carried out along a 388-m section of the lower Missouri River near Columbia, Missouri. Sampling transects (moving boat) were completed at 5- and 20-m spacing along the study section. Stationary (fixed-boat) measurements were made by maintaining constant boat position over a target point where the position of the boat did not deviate more than 3 m in any direction. For each transect and stationary measurement, apparent bed load velocity (
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      Evaluation of ADCP Apparent Bed Load Velocity in a Large Sand-Bed River: Moving versus Stationary Boat Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64217
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    contributor authorE. C. Jamieson
    contributor authorC. D. Rennie
    contributor authorR. B. Jacobson
    contributor authorR. D. Townsend
    date accessioned2017-05-08T21:51:04Z
    date available2017-05-08T21:51:04Z
    date copyrightSeptember 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000398.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64217
    description abstractDetailed mapping of bathymetry and apparent bed load velocity using a boat-mounted acoustic Doppler current profiler (ADCP) was carried out along a 388-m section of the lower Missouri River near Columbia, Missouri. Sampling transects (moving boat) were completed at 5- and 20-m spacing along the study section. Stationary (fixed-boat) measurements were made by maintaining constant boat position over a target point where the position of the boat did not deviate more than 3 m in any direction. For each transect and stationary measurement, apparent bed load velocity (
    publisherAmerican Society of Civil Engineers
    titleEvaluation of ADCP Apparent Bed Load Velocity in a Large Sand-Bed River: Moving versus Stationary Boat Conditions
    typeJournal Paper
    journal volume137
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000373
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    contenttypeFulltext
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