Solids Distribution in Sediment-Laden Open-Channel Flow: Experiment and Prediction

V. Matoušek, J. Krupička, T. Picek, Š. Zrostlík
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Abstract

Solid-liquid flow is studied in an open channel with a mobile bed at the condition of intense transport of solids. It is flow of high-concentrated mixture of coarse sediment and water over a plane surface of the bed eroded due to high bed shear. In the flow, solid particles are non-uniformly distributed across the flow depth. The flow develops a transport layer, adjacent to the the top of the bed, in which transported particles interact with each other. Results are presented of experimental investigations of the sediment-laden open-channel flow in a recirculating titling flume. The experiments included measurements (using ultrasonic techniques) of the distribution of solids velocity across the transport layer. The related distribution of solids concentration was deduced from the measured distribution of velocity and from other measured flow quantities. Since recently, a direct measurement of the solids distribution across the transport layer has been added to the experiments using a measuring technique svideo camera and a laser sheet. This work discusses results of combined measurements of the distributions of solids concentration and velocity in steady uniform turbulent flow for two lightweight solids fractions and various flow conditions (a broad range of the bed Shields parameter, discharge of solids, discharge of mixture, and the longitudinal slope of the bed). Furthermore, the camera-based measuring method and the deducing method for a determination of solids distribution are discussed and their results compared to show a good agreement in a majority of the test runs. The experimental results are compared with predictions of a recently developed bed-load transport model. Among other outputs, the model predicts the position of the top of the transport layer and the local velocity of sediment particles at this position. The presented model predictions agree well with experimental results based on the measured distibutions.
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含沙明渠水流中固体分布:实验与预测
研究了具有流动床的明渠中固体强输运条件下的固液流动。它是一种粗质泥沙与水的高浓度混合物在受高河床剪切作用侵蚀的河床平面上的流动。在流动中,固体颗粒在流动深度上分布不均匀。流动形成一个输送层,靠近床层的顶部,在这里被输送的颗粒相互作用。本文介绍了循环式排灌水槽中含沙明渠水流的试验研究结果。实验包括测量(使用超声波技术)固体在传输层上的速度分布。根据测量到的流速分布和其他测量到的流量,推导出固体浓度的相关分布。近年来,利用摄像机和激光片的测量技术,在实验中增加了对传输层固体分布的直接测量。本工作讨论了两种轻质固体馏分和各种流动条件(大范围的床盾参数、固体排出量、混合物排出量和床的纵向坡度)在稳定均匀湍流中固体浓度和速度分布的组合测量结果。此外,还讨论了基于相机的测量方法和用于确定固体分布的推导方法,并将它们的结果进行了比较,在大多数测试运行中显示出良好的一致性。实验结果与最近发展的床质输运模型的预测结果进行了比较。在其他输出中,该模型预测了输运层顶部的位置和该位置的泥沙颗粒的局部速度。根据实测分布,模型预测结果与实验结果吻合较好。
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