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    Toward Nonintrusive Flood Discharge Measurement

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author:
    Olivier Baud
    ,
    Willi H. Hager
    ,
    Hans-Erwin Minor
    DOI: 10.1061/(ASCE)0733-9429(2005)131:12(1031)
    Publisher: American Society of Civil Engineers
    Abstract: The current discharge measurement methods in rivers are known to be accurate for low and mean discharges, but large debris and high velocities prevent the use of these conventional methods during flood season. Therefore, a nonintrusive method to measure discharge during floods has been developed. The method elaborated in a laboratory channel proceeds in two steps. In a first step the water surface was recorded with three calibrated charge coupled device (CCD) cameras using identical frequency. To determine the geometry and the velocity field of the free surface, floating tracer particles were added to the flow. In a second step a finite element program was employed to compute the discharge based on recorded surface information. An iterative procedure using the commercial finite element program
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      Toward Nonintrusive Flood Discharge Measurement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25845
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    • Journal of Hydraulic Engineering

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    contributor authorOlivier Baud
    contributor authorWilli H. Hager
    contributor authorHans-Erwin Minor
    date accessioned2017-05-08T20:45:01Z
    date available2017-05-08T20:45:01Z
    date copyrightDecember 2005
    date issued2005
    identifier other%28asce%290733-9429%282005%29131%3A12%281031%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25845
    description abstractThe current discharge measurement methods in rivers are known to be accurate for low and mean discharges, but large debris and high velocities prevent the use of these conventional methods during flood season. Therefore, a nonintrusive method to measure discharge during floods has been developed. The method elaborated in a laboratory channel proceeds in two steps. In a first step the water surface was recorded with three calibrated charge coupled device (CCD) cameras using identical frequency. To determine the geometry and the velocity field of the free surface, floating tracer particles were added to the flow. In a second step a finite element program was employed to compute the discharge based on recorded surface information. An iterative procedure using the commercial finite element program
    publisherAmerican Society of Civil Engineers
    titleToward Nonintrusive Flood Discharge Measurement
    typeJournal Paper
    journal volume131
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2005)131:12(1031)
    treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 012
    contenttypeFulltext
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