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    Measurements of Erosion of Undisturbed Bottom Sediments with Depth

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author:
    Joe McNeil
    ,
    Catherine Taylor
    ,
    Wilbert Lick
    DOI: 10.1061/(ASCE)0733-9429(1996)122:6(316)
    Publisher: American Society of Civil Engineers
    Abstract: A unique flume that measures the erosion of sediments at high shear stresses and with sediment depth has been designed, constructed, and used. Experiments in this flume, Sedflume, can be done either with reconstructed sediments or with relatively undisturbed sediments from the field. With either kind of sediment, two different types of experiments can be conducted. The first type determines the critical stress for erosion of the sediment as a function of depth, while the second type determines the erosion rate of the sediment as a function of both shear stress and depth. Measurements of the erosion rates of sediments from the Trenton Channel of the Detroit River in Michigan and the Lower Fox Fiver in Wisconsin were made by use of Sedflume at sediment depths up to 2 m. Representative results of these measurements are presented here. These results demonstrate the capabilities of Sedflume and also illustrate the large differences in erosion rates at different sites and the large variations in erosion rates with depth and as a function of shear stress.
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      Measurements of Erosion of Undisturbed Bottom Sediments with Depth

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    https://yetl.yabesh.ir/yetl1/handle/yetl/24284
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    contributor authorJoe McNeil
    contributor authorCatherine Taylor
    contributor authorWilbert Lick
    date accessioned2017-05-08T20:42:34Z
    date available2017-05-08T20:42:34Z
    date copyrightJune 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A6%28316%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24284
    description abstractA unique flume that measures the erosion of sediments at high shear stresses and with sediment depth has been designed, constructed, and used. Experiments in this flume, Sedflume, can be done either with reconstructed sediments or with relatively undisturbed sediments from the field. With either kind of sediment, two different types of experiments can be conducted. The first type determines the critical stress for erosion of the sediment as a function of depth, while the second type determines the erosion rate of the sediment as a function of both shear stress and depth. Measurements of the erosion rates of sediments from the Trenton Channel of the Detroit River in Michigan and the Lower Fox Fiver in Wisconsin were made by use of Sedflume at sediment depths up to 2 m. Representative results of these measurements are presented here. These results demonstrate the capabilities of Sedflume and also illustrate the large differences in erosion rates at different sites and the large variations in erosion rates with depth and as a function of shear stress.
    publisherAmerican Society of Civil Engineers
    titleMeasurements of Erosion of Undisturbed Bottom Sediments with Depth
    typeJournal Paper
    journal volume122
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:6(316)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
    contenttypeFulltext
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