级配影响下泥沙制约沉降特性试验研究

Experimental study on the constrained settling characteristics of sediments under grading effects

  • 摘要: 针对不同级配组成泥沙混合物,利用沉降试验方法,系统探究了级配对泥沙混合物制约沉降特性的影响,包括对质量浓度分布、清浑界面沉降速度及沉积层厚度的分析。结果表明:混合物制约沉降的泥沙分离现象在粉沙质量分数为35%~38%时尤为显著,该粉沙质量分数可看作是不同级配组成泥沙制约沉降方式转变的临界值;清浑界面沉降速度随粉沙质量分数或中值粒径的增大而线性增大,依托试验数据拟合得到悬沙质量浓度为100 g/L、盐度为3‰条件下粉沙质量分数和界面沉降速度的经验公式;沉积层厚度随粉沙质量分数的增加呈现逐渐减小的趋势,粉沙质量分数较少时以黏土沉降为主导,大体积的絮凝体堆积,沉积层厚度大,而随粉沙质量分数增加,絮凝特性减弱,以粉沙沉降为主导,并且其结构浓度与粉砂含量为69%时的接近,因此沉积层厚度较小。

     

    Abstract: Targeting sediment mixtures of different grading compositions, a series of settling experiments were conducted to systematically investigate the influence of grading on the constrained settling characteristics of sediment mixtures. The study analyzed mass concentration distribution, the settling velocity of the clear-muddy interface, and the thickness of the sediment layer. Results indicate that the constrained settling phenomenon of sediment separation is particularly pronounced when the silt mass fraction is between 35% and 38%, which can be considered the critical value for the transition in constrained settling modes of sediments with different grading compositions. The settling velocity of the clear-muddy interface increases linearly with the silt mass fraction or median particle size. An empirical formula for the silt mass fraction and interface settling velocity was derived based on experimental data under conditions of a suspended sediment mass concentration of 100 g/L and a salinity of 3‰. The sediment layer thickness decreases gradually with an increase in silt mass fraction. When the silt mass fraction is low, clay-dominated settling leads to the accumulation of large flocs, resulting in a thicker sediment layer. As the silt mass fraction increases, flocculation weakens, and silt-dominated settling occurs. The structural concentration approximates that of a silt content of 69%, leading to a thinner sediment layer.

     

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