A new settling velocity equation for cohesive sediment based on experimental analysis

IF 4.6 Q2 ENVIRONMENTAL SCIENCES Journal of ecohydraulics Pub Date : 2018-07-03 DOI:10.1080/24705357.2018.1457987
Aisha Mhashhash, B. Bockelmann-Evans, S. Pan
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引用次数: 1

Abstract

Abstract Cohesive sediment flocculates under particular circumstances, for example, the increase of salinity in the brackish zone of rivers, forming flocs that are larger and less dense than individual particles. The phenomenon of flocculation plays a significant role in the sediment transport processes of settling, deposition and erosion. This study used an extensive experimental setup using a particle image velocimetry (PIV) camera system to establish a new settling velocity equation as a function of salinity (S) and turbulence (TS). The results were compared with those of studies previously conducted at various estuaries. The experimental research was carried out in a 1 L glass beaker using suspended sediment samples from the Severn Estuary in the United Kingdom. A PIV system and an image processing routine were used to measure floc size distribution (FSD) and settling velocity. Based on the experimental data, Minitab was used to derive a new regression equation to predict the settling velocity.
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基于实验分析的粘性泥沙沉降速度方程
黏性沉积物在特定情况下会发生絮凝,如河流微咸带盐度升高,形成比单个颗粒更大、密度更小的絮凝体。絮凝现象在沉降、沉积和侵蚀输沙过程中起着重要作用。本研究使用粒子图像测速(PIV)相机系统进行了广泛的实验设置,建立了一个新的沉降速度方程,该方程是盐度(S)和湍流(TS)的函数。研究结果与之前在不同河口进行的研究结果进行了比较。实验研究是在一个1l的玻璃烧杯中进行的,使用的是来自英国塞文河口的悬浮沉积物样本。采用PIV系统和图像处理程序测量了沉降速度和絮体粒径分布。基于实验数据,利用Minitab推导出新的沉降速度预测回归方程。
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