Mathematical model for determining the hydraulic characteristics of finely dispersed water mineral suspensions

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Abstract

Hydraulic characteristics of polydisperse mineral suspensions such as viscosity, concentration, porosity, volume and weight content of solid and liquid phases are necessary to calculate the speed of free or constrained deposition and floating of particles of different composition and size. This speed is the basis for the calculation of hydraulic classifiers and separators for the enrichment of mineral pulps. Determination of hydraulic characteristics requires a lot of experimental measurements, taking into account the different composition of suspensions and operating modes of the devices. The known calculation formulas are empirical and semi-empirical. Theoretical formulas are known only for viscosity, but they are limited by the concentration of the solid phase within 2–5%. The aim of the work is to develop a mathematical model for determining hydraulic characteristics depending on only one measured indicator – the density of the suspension (the volume weight of the sample). This indicator is easily measured in practice, at processing plants it serves to monitor the operating mode of the devices. In this work we use a cellular model of a water suspension consisted of discrete particles, and classical definitions of hydraulic characteristics. Based on this, defining formulas were obtained, an algorithm and a program for calculating characteristics were developed. When using the program, the obtained database allows us to establish approximating dependences: for the weight content of the solid phase θ, porosity ε, concentration β, kinematic viscosity v, density of the suspension ρs in a wide range. These dependencies allow us to calculate the hydraulic characteristics for any zone of the apparatus and different modes using only one simple measurement of pulp density by the weight method. Based on this, for example, it is possible to calculate the speed of constrained deposition and floating of particles and to build a map of the distribution of speeds and the efficiency of gravitational separation of particles. The developed mathematical model, algorithm and calculation program can be used to evaluate the optimal mode, control the stability of the equipment and design new hydraulic devices.
多分散矿物悬浮物的水力特性,如粘度、浓度、孔隙度、固相和液相的体积和重量含量,对于计算不同组成和大小的颗粒的自由或约束沉积和漂浮的速度是必要的。该速度是矿浆富集用水力分级机和分离器的计算依据。水力特性的确定需要大量的实验测量,同时要考虑到不同的悬架组成和设备的工作模式。已知的计算公式有经验式和半经验式。理论公式只知道粘度,但它们受到固体相浓度在2-5%以内的限制。这项工作的目的是建立一个数学模型,仅根据一个测量指标-悬浮液的密度(样品的体积重量)来确定水力特性。该指标在实践中很容易测量,在加工厂用于监测设备的运行模式。在这项工作中,我们使用由离散颗粒组成的水悬浮液的细胞模型,以及水力特性的经典定义。在此基础上,给出了定义公式,开发了计算特性的算法和程序。当使用该程序时,获得的数据库允许我们建立近似的依赖关系:对于固相的重量含量θ,孔隙率ε,浓度β,运动粘度v,悬浮液的密度ρs在一个很宽的范围内。这些依赖关系使我们能够仅使用重量法对纸浆密度进行一次简单测量,就可以计算出设备任何区域和不同模式的水力特性。例如,在此基础上,可以计算约束沉积和粒子漂浮的速度,并建立速度分布和粒子重力分离效率的地图。所建立的数学模型、算法和计算程序可用于评估最优模式、控制设备的稳定性和设计新的液压装置。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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