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    Microforms in Gravel Bed Rivers: Formation, Disintegration, and Effects on Bedload Transport

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author:
    K. Strom
    ,
    A. N. Papanicolaou
    ,
    N. Evangelopoulos
    ,
    M. Odeh
    DOI: 10.1061/(ASCE)0733-9429(2004)130:6(554)
    Publisher: American Society of Civil Engineers
    Abstract: This research aims to advance current knowledge on cluster formation and evolution by tackling some of the aspects associated with cluster microtopography and the effects of clusters on bedload transport. The specific objectives of the study are (1) to identify the bed shear stress range in which clusters form and disintegrate, (2) to quantitatively describe the spacing characteristics and orientation of clusters with respect to flow characteristics, (3) to quantify the effects clusters have on the mean bedload rate, and (4) to assess the effects of clusters on the pulsating nature of bedload. In order to meet the objectives of this study, two main experimental scenarios, namely, Test Series A and B (20 experiments overall) are considered in a laboratory flume under well-controlled conditions. Series A tests are performed to address objectives (1) and (2) while Series B is designed to meet objectives (3) and (4). Results show that cluster microforms develop in uniform sediment at 1.25 to 2 times the Shields parameter of an individual particle and start disintegrating at about 2.25 times the Shields parameter. It is found that during an unsteady flow event, effects of clusters on bedload transport rate can be classified in three different phases: a sink phase where clusters absorb incoming sediment, a neutral phase where clusters do not affect bedload, and a source phase where clusters release particles. Clusters also increase the magnitude of the fluctuations in bedload transport rate, showing that clusters amplify the unsteady nature of bedload transport. A fourth-order autoregressive, autoregressive integrated moving average model is employed to describe the time series of bedload and provide a predictive formula for predicting bedload at different periods. Finally, a change-point analysis enhanced with a binary segmentation procedure is performed to identify the abrupt changes in the bedload statistic characteristics due to the effects of clusters and detect the different phases in bedload time series using probability theory. The analysis verifies the experimental findings that three phases are detected in the bedload rate time series structure, namely, sink, neutral, and source.
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      Microforms in Gravel Bed Rivers: Formation, Disintegration, and Effects on Bedload Transport

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25742
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    • Journal of Hydraulic Engineering

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    contributor authorK. Strom
    contributor authorA. N. Papanicolaou
    contributor authorN. Evangelopoulos
    contributor authorM. Odeh
    date accessioned2017-05-08T20:44:53Z
    date available2017-05-08T20:44:53Z
    date copyrightJune 2004
    date issued2004
    identifier other%28asce%290733-9429%282004%29130%3A6%28554%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25742
    description abstractThis research aims to advance current knowledge on cluster formation and evolution by tackling some of the aspects associated with cluster microtopography and the effects of clusters on bedload transport. The specific objectives of the study are (1) to identify the bed shear stress range in which clusters form and disintegrate, (2) to quantitatively describe the spacing characteristics and orientation of clusters with respect to flow characteristics, (3) to quantify the effects clusters have on the mean bedload rate, and (4) to assess the effects of clusters on the pulsating nature of bedload. In order to meet the objectives of this study, two main experimental scenarios, namely, Test Series A and B (20 experiments overall) are considered in a laboratory flume under well-controlled conditions. Series A tests are performed to address objectives (1) and (2) while Series B is designed to meet objectives (3) and (4). Results show that cluster microforms develop in uniform sediment at 1.25 to 2 times the Shields parameter of an individual particle and start disintegrating at about 2.25 times the Shields parameter. It is found that during an unsteady flow event, effects of clusters on bedload transport rate can be classified in three different phases: a sink phase where clusters absorb incoming sediment, a neutral phase where clusters do not affect bedload, and a source phase where clusters release particles. Clusters also increase the magnitude of the fluctuations in bedload transport rate, showing that clusters amplify the unsteady nature of bedload transport. A fourth-order autoregressive, autoregressive integrated moving average model is employed to describe the time series of bedload and provide a predictive formula for predicting bedload at different periods. Finally, a change-point analysis enhanced with a binary segmentation procedure is performed to identify the abrupt changes in the bedload statistic characteristics due to the effects of clusters and detect the different phases in bedload time series using probability theory. The analysis verifies the experimental findings that three phases are detected in the bedload rate time series structure, namely, sink, neutral, and source.
    publisherAmerican Society of Civil Engineers
    titleMicroforms in Gravel Bed Rivers: Formation, Disintegration, and Effects on Bedload Transport
    typeJournal Paper
    journal volume130
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:6(554)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 006
    contenttypeFulltext
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