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The Effect of Sediment-Induced Stratification in Channel Bends

机译:沉积物分层对河道弯曲的影响

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Flow containing sediment suspension develops density stratification, due to the tendency for suspended sediment to settle. This damps turbulence and suppresses mixing of momentum and sediment itself. The flow thus has an enhanced velocity gradient and a bias of suspended sediment concentration toward the bed. These tendencies are relevant to bend flow, where suspended sediment is redistributed by secondary flow. This study considers steady, uniform bend flow in a channel with constant width and radius of curvature. The interaction between secondary flow and sediment suspension is examined, as well as the significance of stratification effects. Vertical profiles of velocity and concentration of suspended sediment are solved with the Smith-McLean turbulence closure. The secondary flow structure is then incorporated into the 2D depth-averaged shallow water equations. The level of stratification is characterized by two dimensionless parameters: dimensionless settling velocity and bulk Richardson number.
机译:由于悬浮沉淀沉降的趋势,含有沉积物悬浮液的流动发生了密度分层。这种潮湿的湍流并抑制动量和沉积物本身的混合。因此流动具有增强的速度梯度和悬浮沉积物浓度朝向床的偏差。这些趋势与弯曲流相关,其中悬浮沉积物被二次流程重新分布。本研究认为,在具有恒定宽度和曲率半径的通道中稳定地均匀的弯曲流动。检查二次流动和沉积物悬浮液之间的相互作用,以及分层效应的重要性。悬浮沉积物的速度和浓度的垂直曲线用史密斯·麦克莱恩湍流封闭来解决。然后将二次流动结构结合到2D深度平均浅水方程中。分层水平的特点是两种无量纲参数:无量纲沉降速度和散装Richardson号。

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