湿颗粒流沿倾斜通道流下的锋面动力学和表面形貌

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zhiyang Niu, Yinghao Sun, Dengming Wang
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引用次数: 0

摘要

实验研究了湿颗粒物料沿倾斜通道释放的流动。观察到的流动显示出三种典型的流动形式,对应于不同的倾角,与干燥颗粒情况下观察到的动力学一致。间隙液体的存在显著增加了这些状态之间转换所需的临界角。每一种状态在前缘形状和表面形态上都表现出不同的演化特征,这主要取决于颗粒间毛细力引起的颗粒级内聚,而颗粒级内聚与颗粒大小直接相关。因此,在两个相关参数的相空间中构建了包含湿颗粒流多种特征的相图,强调湿颗粒流的前缘形态和表面形态,同时考虑了相关的流型。基于内聚对粒子运动的影响,讨论了其产生机理。最后,以动量守恒定律和Savage-Hutter理论为基础,建立了简化的理论模型,以描述倾斜湿颗粒流不同状态下锋面的演变特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Front dynamics and surface morphology of wet granular flows down an inclined channel

The flow of wet granular materials released down an inclined channel is investigated experimentally. The observed flow reveals three typical flow regimes corresponding to varying inclination angles, aligning with the dynamics observed in the dry particle case. The presence of interstitial liquid significantly increases the critical angles required for transitions between these regimes. Each regime exhibits distinctive evolving features in front shapes and surface morphologies, primarily depending on grain-scale cohesion induced by capillary forces between particles, which are directly related to particle size. Consequently, a phase diagram encapsulating diverse characteristics of wet granular flows is constructed in the phase space of two relevant parameters, emphasizing the front shape and surface morphology of wet granular flow while concurrently considering the associated flow regime. The generation mechanisms are also discussed based on the effect of cohesion on the motion of particles. Finally, simplified theoretical models, grounded in the law of conservation of momentum and Savage–Hutter theory, are developed to depict the evolving characteristics of the front in different regimes of inclined wet granular flows.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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