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Determination of settling velocity of suspended sediment in estuary

机译:浅析河口悬浮沉积物的稳定速度

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The settling velocity of sediment is a hot issue and a basic problem in study of sediment transport and estuarine engineering. According to field hydrodynamics and sediment data around the South Passage of the Changjiang River in China, this paper detected the characteristics of sediment particle size and vertical distribution pattern of suspended sediment concentration, and further estimated the settling velocity of suspended sediment in three methods. The results show that the sediments including suspended and bed load can be categorized into cohesive sediments and the sediment concentration profile agree well with logarithmic distribution. Furthermore, by comparison, it is found that the Rouse formula is more reasonable for estimating the settling velocity of fine sediment, but the Zhang Ruijin and Stokes formula obviously underestimate the values of settling velocity, caused by do not taking into account the flocculation of fine sediment in estuary.
机译:沉积物的沉降速度是一个热门问题,沉积物运输和河口工程研究中的基本问题。根据中国南部南部通道的现场流体动力学和沉积物数据,本文检测了沉积物粒度和悬浮沉积物浓度垂直分布格局的特点,并进一步估计了三种方法悬浮沉积物的沉降速度。结果表明,包括悬浮和床载荷的沉积物可以分类为粘性沉积物,沉积物浓度曲线与对数分布很好。此外,通过比较,发现促进式公式更合理,用于估计细沉积物的沉降速度,但张瑞金和斯托克斯公式明显低估了沉降速度的值,由不考虑罚款的絮凝河口沉积物。

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