明渠湍流结构对泥沙颗粒起动作用机理

Mechanism of sediment particle incipient motion governed by turbulent structures in open channel flows

  • 摘要: 泥沙临界起动条件是河流动力学的基础科学问题。相关湍流研究表明,明渠水流中存在超大尺度、大尺度和小尺度运动等不同尺度的湍流结构,但从湍流结构视角探讨泥沙起动的研究尚处于起步阶段,主导起动的湍流结构尺度及其作用机理仍存在较大争议。本文采用粒子图像测速系统(PIV)开展100组的泥沙起动试验,结合连续小波变换方法,分析不同尺度湍流结构在泥沙起动过程中的瞬态特征。试验结果表明,在本文设定试验条件下,76.0%的泥沙起动由超大尺度运动主导;理论分析进一步表明,脉动拖曳力大小主要受流向的脉动流速和紊动能增量控制。在泥沙达到临界起动条件时,超大尺度运动强度显著增大,贡献了74.0%的流向脉动流速和59.3%的流向紊动能增量,成为主导泥沙起动的湍流结构。

     

    Abstract: The critical condition for sediment incipient motion is a foundational issue in the field of fluvial hydraulics. Recent studies on turbulence have uncovered the existence of turbulent structures across various scales in open-channel flows, including very-large-scale motions (VLSMs), large-scale motions, and small-scale motions. Nevertheless, research investigating sediment incipient motion through the perspective of turbulent structures is still in its early stages, and substantial controversy remains regarding the dominant turbulence scales and their underlying mechanisms. In the present work, 100 sets of sediment incipient motion experiments are conducted using a particle image velocimetry (PIV) system. A continuous wavelet transform is employed to examine the transient characteristics of turbulent structures across various scales during the sediment incipient motion. The findings indicate that, under the present experimental conditions, VLSMs dominate up to 76.0% of sediment incipient motion events. Additionally, theoretical analysis suggests that the fluctuating drag force is primarily governed by the streamwise fluctuating velocity and the increase in turbulent kinetic energy (TKE). As sediment particles approach the critical condition for incipient motion, the intensity of VLSMs substantially escalates. This accounts for 74.0% of the streamwise fluctuating velocity and 59.3% of the increase in streamwise TKE, establishing VLSMs as the predominant turbulent structure responsible for sediment incipient motion.

     

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