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    Laboratory Calibration of Impact Plates for Measuring Gravel Bed Load Size and Mass

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 012
    Author:
    Roger A. Kuhnle
    ,
    Daniel G. Wren
    ,
    Robert C. Hilldale
    ,
    Bradley T. Goodwiller
    ,
    Wayne O. Carpenter
    DOI: 10.1061/(ASCE)HY.1943-7900.0001391
    Publisher: American Society of Civil Engineers
    Abstract: Continuous monitoring of gravel transport in rivers is necessary for understanding the effect of dam removal on river systems. Impact plates, such as those deployed on the Elwha River in the state of Washington, are a promising technique; however, relating the data generated by the plates to sediment load is difficult. In order to refine methods described in a recent study, coarse bed load transport was measured in a laboratory channel and compared to the output from two accelerometer-equipped impact plates that were full-scale replicas of 72 plates deployed in the Elwha River. Relations were developed for converting the signal amplitude generated by particles impacting the plates to particle mass. Mean discrepancy ratios indicate that estimates of coarse bed load transport were within 25% of the measured values if one outlier from the experiments was removed. Methods to transfer these relations to field locations are also discussed.
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      Laboratory Calibration of Impact Plates for Measuring Gravel Bed Load Size and Mass

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4243507
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    contributor authorRoger A. Kuhnle
    contributor authorDaniel G. Wren
    contributor authorRobert C. Hilldale
    contributor authorBradley T. Goodwiller
    contributor authorWayne O. Carpenter
    date accessioned2017-12-30T12:55:39Z
    date available2017-12-30T12:55:39Z
    date issued2017
    identifier other%28ASCE%29HY.1943-7900.0001391.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243507
    description abstractContinuous monitoring of gravel transport in rivers is necessary for understanding the effect of dam removal on river systems. Impact plates, such as those deployed on the Elwha River in the state of Washington, are a promising technique; however, relating the data generated by the plates to sediment load is difficult. In order to refine methods described in a recent study, coarse bed load transport was measured in a laboratory channel and compared to the output from two accelerometer-equipped impact plates that were full-scale replicas of 72 plates deployed in the Elwha River. Relations were developed for converting the signal amplitude generated by particles impacting the plates to particle mass. Mean discrepancy ratios indicate that estimates of coarse bed load transport were within 25% of the measured values if one outlier from the experiments was removed. Methods to transfer these relations to field locations are also discussed.
    publisherAmerican Society of Civil Engineers
    titleLaboratory Calibration of Impact Plates for Measuring Gravel Bed Load Size and Mass
    typeJournal Paper
    journal volume143
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001391
    page06017023
    treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 012
    contenttypeFulltext
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