双峰砾石床溪流的时间平均水流特征以及沉积物对近床相干水流结构的相对作用

Water Supply Pub Date : 2024-02-21 DOI:10.2166/ws.2024.027
R. Das, Pritam Malakar, A. Datta
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引用次数: 0

摘要

本研究旨在通过实验量化沉积物对砾石溪流近床流和湍流的相对作用。研究人员测量了四种沉积物沉积情况下沙砾床溪流的时间平均流速,并与没有沉积物沉积的溪流的时间平均流速进行了比较。使用声学多普勒流速仪测量了水流的瞬时速度。砾石河床中空隙的逐渐填充形成了明显的双峰沉积,改变了平均流速,其特点是零速水平不断提高,河床剪应力出现巨大阻尼。湍流强度数据图显示,随着砂沉积的增加,近床流区域的流向湍流强度也会增强。此外,界面下层的流向湍动动能通量和垂直湍动动能通量性质相反,导致砾石床表面附近的时间平均雷诺剪应力减慢。在砾石床清水流动条件下,顶峰附近的喷射和横扫事件分别产生了约 86% 和 56% 的总雷诺切应力。相比之下,在同一位置的充砂砾石床,湍流横扫事件的贡献率有所增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Time-averaged flow characterisations in a bimodal gravel-bed stream and relative role of sediment depositions on near-bed coherent flow structures
The present study aims to quantify experimentally the relative role of sediment depositions on near-bed flows and turbulence in a gravel-bed stream. Time-averaged velocity was measured over a sand-filled gravel-bed stream with four cases of sediment depositions and compared with those over a gravel-bed stream without sediment depositions. An acoustic Doppler velocimeter was used to measure the instantaneous velocity of flows. The progressive infilling of void spaces in the gravel-bed stream forms distinct bimodal depositions that alter the mean flows characterised by increasing zero-velocity levels and massive damping in the bed shear stresses. The data plots of turbulent intensity depict enhancement of streamwise turbulent intensity in the near-bed flow region with increasing sand depositions. Moreover, the opposite nature of streamwise and vertical turbulent kinetic energy fluxes in the interfacial sublayer leads to slowing down the time-average Reynolds shear stresses at the vicinity of the gravel-bed surface. At the vicinity of the crest, the ejection and sweep events contributed approximately 86 and 56%, respectively, to the total Reynolds shear stress production in the case of gravel bed under clear-water flow conditions. By contrast, the contributions of turbulent sweep events increased over the sand-filled gravel bed at the same location.
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