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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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