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    Experimental Study of Imbrication and Clustering of Nonspherical Particles on a Rough Bed Surface

    Source: Journal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 005::page 04025021-1
    Author:
    Rangang Zhang
    ,
    Shengfa Yang
    ,
    Peng Zhang
    ,
    Wen Zhang
    DOI: 10.1061/JHEND8.HYENG-14284
    Publisher: American Society of Civil Engineers
    Abstract: Imbricate structures play an important role in river stability. However, quantitative experimental studies have been rarely conducted. In this study, four types of uniform particles with different degrees of flatness were used to investigate the imbrication and clustering phenomena of particles on the bed surface under different flow conditions. The results revealed the following: (1) The long-axis orientation of particles with different degrees of flatness tended to be perpendicular to the flow direction; (2) The average slope angles for the three nonspherical particles were 28°, 35°, and 40°, while spherical particles did not have a defined slope angle; (3) The larger the particle flatness was, the more sensitive it was to changes in the slope angle. When drag force was the main driving force, particles with larger slope angles were less stable; (4) Particles with greater flatness required stronger water flow to form clusters, whereas particles with lower flatness were more likely to form clusters at low flow rates; and (5) The long-axis direction of the clusters tended to align with the flow direction, and clusters formed by particles with less flatness were longer. Furthermore, under high-flow conditions, multiparticle clusters were more capable of maintaining bed stability than two-particle clusters. The greater the flatness of the particles, the higher was the stability of the clusters.
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      Experimental Study of Imbrication and Clustering of Nonspherical Particles on a Rough Bed Surface

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    contributor authorRangang Zhang
    contributor authorShengfa Yang
    contributor authorPeng Zhang
    contributor authorWen Zhang
    date accessioned2025-08-17T22:47:48Z
    date available2025-08-17T22:47:48Z
    date copyright9/1/2025 12:00:00 AM
    date issued2025
    identifier otherJHEND8.HYENG-14284.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307463
    description abstractImbricate structures play an important role in river stability. However, quantitative experimental studies have been rarely conducted. In this study, four types of uniform particles with different degrees of flatness were used to investigate the imbrication and clustering phenomena of particles on the bed surface under different flow conditions. The results revealed the following: (1) The long-axis orientation of particles with different degrees of flatness tended to be perpendicular to the flow direction; (2) The average slope angles for the three nonspherical particles were 28°, 35°, and 40°, while spherical particles did not have a defined slope angle; (3) The larger the particle flatness was, the more sensitive it was to changes in the slope angle. When drag force was the main driving force, particles with larger slope angles were less stable; (4) Particles with greater flatness required stronger water flow to form clusters, whereas particles with lower flatness were more likely to form clusters at low flow rates; and (5) The long-axis direction of the clusters tended to align with the flow direction, and clusters formed by particles with less flatness were longer. Furthermore, under high-flow conditions, multiparticle clusters were more capable of maintaining bed stability than two-particle clusters. The greater the flatness of the particles, the higher was the stability of the clusters.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study of Imbrication and Clustering of Nonspherical Particles on a Rough Bed Surface
    typeJournal Article
    journal volume151
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-14284
    journal fristpage04025021-1
    journal lastpage04025021-13
    page13
    treeJournal of Hydraulic Engineering:;2025:;Volume ( 151 ):;issue: 005
    contenttypeFulltext
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