DETERMINATION OF HYDRAULIC GRAIN SIZE OF NATURAL AND ARTIFICIAL SORBENTS FOR SIMULATION OF SETTLE FACILITY

S. Marysyk
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Abstract

In the conditions of progressive contamination of surface sources of water supply and inefficient wastewater treatment when using existing water treatment technologies, the research problem and the justification of the use of sorption materials for the retention of specific pollutants, in particular heavy metal ions and radionuclides, is urgent. The parameters that determine the efficiency of sorbents are indicators of their sedimentation rate. The purpose of the experiments was to determine the sedimentation rate indicators for bentonite and copper ferrocyanide, build sorbent sedimentation graphs, and establish the estimated sedimentation rate of sorbents in the sedimentation tank based on the studied data considering temperature regime. Deposition of the sorbent in settling tanks occurs with the non-stop movement of water at a low speed in the direction from the inlet to the outlet. The experiments are aimed at substantiating the efficiency and criteria of a universal facility, which is able to work equally effectively with sorbents in different aggregate states. The process of sorbent sedimentation in water is characterized by the kinetics of sorbent flakes conglomerates sedimentation. These processes are displayed in the form of deposition kinetics graphs. The experiment used powdered bentonite and a solution of copper ferrocyanide, consisting of yellow blood salt and copper sulphate in a given proportional ratio. In the course of the study the following parameters were determined: the hydraulic grain size of bentonite powdery clay, the dependence of the sedimentation rate on the temperature regime. The liquid layer was divided into layers that show changes in the amount of suspended substances depending on the depth, which made it possible to determine the dimensions of the settling tank, the height of the liquid overflow, which, in turn, made it possible to conduct simulation experiments on virtual machines with a full-scale clarifier-absorber in accordance to geometric parameters.
模拟沉降设施用天然和人工吸附剂的水力粒度测定
在地表水源不断受到污染和使用现有水处理技术时废水处理效率低下的情况下,迫切需要研究和证明使用吸附材料来保留特定污染物,特别是重金属离子和放射性核素的合理性。决定吸附剂效率的参数是其沉降速率的指标。实验的目的是确定膨润土和亚铁氰化铜的沉降速率指标,建立吸附剂沉降图,并根据所研究的数据建立考虑温度变化的吸附剂在沉淀池中的沉降速率。吸收剂在沉降槽中的沉积是随着水在从入口到出口方向上的低速不间断运动而发生的。实验旨在证实一种通用设备的效率和标准,该设备能够对不同聚合状态的吸附剂同样有效地工作。吸附剂在水中的沉降过程以吸附剂片团沉降动力学为特征。这些过程以沉积动力学图的形式显示出来。实验使用粉状膨润土和由黄血盐和硫酸铜按一定比例组成的亚铁氰化铜溶液。在研究过程中,确定了以下参数:膨润土粉状粘土的水力粒度,沉降速率对温度的依赖关系。将液体层划分为显示悬浮物量随深度变化的层,从而可以确定沉降槽的尺寸,液体溢出的高度,从而可以根据几何参数在具有全尺寸澄清吸收器的虚拟机上进行模拟实验。
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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