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Turbidity Maximum and Secondary Flow in a Cross-section of a Meandering Estuary: Chikugo River, Japan

机译:蜿蜒河口的横截面中的浊度和二次流动:日本Chikugo River

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The influence of a meander on a cross-sectional distribution of turbidity maximum was investigated by vessel-mounted ADCP in the estuarine channel of the Chikugo river. The along-river current was relatively week at the inside of the curve and was strong at the outside of the curve during flood tide. The cross-channel currents near the bottom flowed from the outside to the inside of the curve, and the suspended sediment concentration was high at the inside of the curve. These facts suggest that the secondary current occur in the meander of tidal channel and the suspended sediment transported by the turbidity maximum is moved into the inside of the bend. A fluid mud layer with a maximum velocity of 0.4 m/s was formed at the inside of the curve. The maximum thickness of the mud layer increased to 1.2 m during a flood tide, and it remained 0.1 m after one tidal cycle.
机译:曲率河河河河河河道河道的血管ADCP研究了曲折对浊度最大值横截面分布的影响。沿着河流电流在曲线内部相对较为一周,在洪水潮汐期间在曲线的外部强烈。从外部流到曲线的底部附近的交叉通道电流,并且悬浮沉积物浓度在曲线内部高。这些事实表明,在潮汐通道的曲线曲线中发生的二次电流,并且通过浊度最大值传输的悬浮沉积物进入弯曲的内部。在曲线的内部形成具有0.4m / s的最大速度的流体泥浆层。在洪水潮汐期间,泥浆层的最大厚度增加到1.2米,在一个潮汐循环后它保持0.1米。

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