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PRESSURE DROP FOR LOW-CONCENTRATION SAND WATER MIXTURES IN A LOW-PRESSURE PIPELINE

机译:低压管道中低浓度沙水混合物的压降

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This article discusses the relationship between the pressure drop of sand water mixture and the flow and sediment conditions. The study is based on laboratory experiments that were carried out in a 190 mm pipe with various sand concentration and different flows. Sixteen flows of clear water and 22 sand water mixtures and sand concentrations were tested, respectively, to establish the relationship between pressure drop and flow and sediment conditions. For the pressure drop of clear water, the relationship between the pressure gradient and flow velocity and the relationship between the friction factor and the Reynolds number were obtained, respectively, which can be used to calculate the pressure gradient of clear water. For the pressure drop of sand water mixture, experimental results show that the pressure gradient along the pipe always increases with the increase of flow velocity under different sand concentrations. However, variations of the pressure gradient with different sand concentrations suggest contrary results, i.e., the pressure gradient increases with the increase of sand concentration at low sand concentrations, and it decreases with the increase of sand concentration at somewhat high sand concentration, flowing at the same flow velocity. This article also focuses on the relationship between the friction loss coefficient and flow and sediment conditions, and a comprehensive coefficient is introduced, including sand concentration, the Reynolds number, mass density of the sand, and the median particle size. Study results indicate that the friction loss coefficient decreases with the increase of the comprehensive coefficient, and the relationship between them was obtained, which can be used to calculate the pressure gradient of sand water mixture. The relative pressure gradient data measured in the present study was compared with the calculated results of the Durand equation (1953), which confirmed that the pressure drop for low-concentration mixture couldn't be described by the Durand equation. A new form of calculating the pressure drop of the mixture is developed, which shows that the relative pressure gradient is closely related to the product of the Froude number and the sand concentration, and the relationship between them is a power regression. The comparison of the predicted values of relative pressure gradient by the method developed in this study with the measured values shows that they are generally in good agreement.
机译:本文讨论了砂水混合物的压降与流量和泥沙条件之间的关系。该研究基于实验室实验,该实验是在190毫米的管道中进行的,沙的浓度和流量均不同。测试了十六种清水流和22种沙水混合物以及沙浓度,以建立压降与流量和泥沙条件之间的关系。对于清水的压降,分别得到了压力梯度与流速之间的关系以及摩擦系数与雷诺数之间的关系,可用于计算清水的压力梯度。对于砂水混合物的压降,实验结果表明,在不同砂浓度下,沿管道的压力梯度总是随着流速的增加而增加。然而,不同砂浓度下压力梯度的变化表明相反的结果,即,在低砂浓度下,压力梯度随砂浓度的增加而增加,而在较高砂浓度下,压力梯度随砂浓度的增加而减小,在高砂浓度下流动。相同的流速。本文还着重研究了摩擦损失系数与流沙条件之间的关系,并介绍了一个综合系数,包括砂浓度,雷诺数,砂的质量密度和中值粒径。研究结果表明,摩擦损失系数随着综合系数的增加而减小,并得到两者之间的关系,可用于计算砂水混合物的压力梯度。将本研究中测得的相对压力梯度数据与Durand方程(1953)的计算结果进行了比较,这证实了Durand方程无法描述低浓度混合物的压降。提出了一种计算混合物压降的新形式,表明相对压力梯度与弗洛德数和砂浓度的乘积密切相关,它们之间的关系是幂回归。通过本研究中开发的方法将相对压力梯度的预测值与实测值进行比较表明,它们通常具有良好的一致性。

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