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    Transport of Sand and Partly Cohesive Sediments in a Circular Pipe Run Partially Full

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    Robert Banasiak
    ,
    Ronny Verhoeven
    DOI: 10.1061/(ASCE)0733-9429(2008)134:2(216)
    Publisher: American Society of Civil Engineers
    Abstract: Many sediment deposits contain not only a granular but also a mineral and/or organic cohesive fraction, which has the potential to change significantly the erosion response when compared to noncohesive sediment deposits. Sediment deposits containing a low proportion of cohesive sediment display a specific, transitional behavior between cohesive and noncohesive sediments. In the past, several studies have examined partly cohesive sediment, however, the quantification of its erosion behavior is still unsatisfactory. In an attempt to advance the understanding and qualitative description of erosion and transport of mixed sediments in pipes, a comprehensive experimental investigation on the erosion behavior was designed. Tests were conducted in a flume with semicircular cross section with a diameter of
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      Transport of Sand and Partly Cohesive Sediments in a Circular Pipe Run Partially Full

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    contributor authorRobert Banasiak
    contributor authorRonny Verhoeven
    date accessioned2017-05-08T20:46:00Z
    date available2017-05-08T20:46:00Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A2%28216%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26444
    description abstractMany sediment deposits contain not only a granular but also a mineral and/or organic cohesive fraction, which has the potential to change significantly the erosion response when compared to noncohesive sediment deposits. Sediment deposits containing a low proportion of cohesive sediment display a specific, transitional behavior between cohesive and noncohesive sediments. In the past, several studies have examined partly cohesive sediment, however, the quantification of its erosion behavior is still unsatisfactory. In an attempt to advance the understanding and qualitative description of erosion and transport of mixed sediments in pipes, a comprehensive experimental investigation on the erosion behavior was designed. Tests were conducted in a flume with semicircular cross section with a diameter of
    publisherAmerican Society of Civil Engineers
    titleTransport of Sand and Partly Cohesive Sediments in a Circular Pipe Run Partially Full
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:2(216)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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