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    Stability Analysis of Semicohesive Streambanks with <i>CONCEPTS</i>: Coupling Field and Laboratory Investigations to Quantify the Onset of Fluvial Erosion and Mass Failure

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author:
    Tommy Sutarto
    ,
    A. N. (Thanos) Papanicolaou
    ,
    C. G. Wilson
    ,
    E. J. Langendoen
    DOI: 10.1061/(ASCE)HY.1943-7900.0000899
    Publisher: American Society of Civil Engineers
    Abstract: The overarching goal of this study is to perform a comprehensive bank stability analysis that is phenomenologically sound by considering both mass failure and fluvial erosion. The nature of this study is twofold. First, field and experimental analyses are conducted to generate data for channel cross-section properties, soil index properties, and mechanical and erosional strengths at two sites in a representative, midsize, midwestern stream in southeastern Iowa that is subjected to frequent flash floods and characterized by active fluvial erosion and cantilever failure. Second, the channel surveys and data obtained from the field and laboratory analyses are used as input parameters for an established one-dimensional, channel evolution model, namely, the conservational channel evolution and pollutant transport system (
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      Stability Analysis of Semicohesive Streambanks with <i>CONCEPTS</i>: Coupling Field and Laboratory Investigations to Quantify the Onset of Fluvial Erosion and Mass Failure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72426
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    contributor authorTommy Sutarto
    contributor authorA. N. (Thanos) Papanicolaou
    contributor authorC. G. Wilson
    contributor authorE. J. Langendoen
    date accessioned2017-05-08T22:09:13Z
    date available2017-05-08T22:09:13Z
    date copyrightSeptember 2014
    date issued2014
    identifier other34963178.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72426
    description abstractThe overarching goal of this study is to perform a comprehensive bank stability analysis that is phenomenologically sound by considering both mass failure and fluvial erosion. The nature of this study is twofold. First, field and experimental analyses are conducted to generate data for channel cross-section properties, soil index properties, and mechanical and erosional strengths at two sites in a representative, midsize, midwestern stream in southeastern Iowa that is subjected to frequent flash floods and characterized by active fluvial erosion and cantilever failure. Second, the channel surveys and data obtained from the field and laboratory analyses are used as input parameters for an established one-dimensional, channel evolution model, namely, the conservational channel evolution and pollutant transport system (
    publisherAmerican Society of Civil Engineers
    titleStability Analysis of Semicohesive Streambanks with CONCEPTS: Coupling Field and Laboratory Investigations to Quantify the Onset of Fluvial Erosion and Mass Failure
    typeJournal Paper
    journal volume140
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000899
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    contenttypeFulltext
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