在线混凝和絮凝过程中浊度去除效率的预测分析建模

IF 3.7 3区 工程技术 Q2 ENGINEERING, CHEMICAL
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引用次数: 0

摘要

传统水处理厂通常采用混凝和絮凝工艺去除水中的悬浮固体。然而,这些方法往往存在一些缺点,如化学药剂消耗量大、产生污泥以及需要占地面积大,从而导致建设成本高昂。为了解决这些局限性,本研究调查了在线混凝和絮凝工艺的性能,以替代传统方法。目标是确定在线混凝和絮凝的效率,了解其基本机制,确定最佳操作条件和设计标准,并开发理论模型来预测在线混凝-絮凝过程中的浊度去除效率。实验使用了一个由静态混合器和 35 米螺旋卷曲液压管絮凝器组成的连续装置。研究了各种运行参数,包括水流量(100 - 800 升/小时)、初始浊度(20 - 200 NTU)和混凝剂类型(硫酸铝、聚合氯化铝、氯水铝和氯化铁)。结果表明,硫酸铝是适合所研究水质特征的混凝剂,在线混凝和絮凝工艺在所有运行条件下的浊度去除率都达到了约 91%,在液体流速为 600 升/小时、Gt 值为 21,715 和溢流率为 2 米/小时的情况下,浊度去除率达到了 97%。开发的浊度去除效率预测模型显示,实验和预测去除效率模型之间的一致性很好,平均偏差约为 20%。该模型有助于确定最佳运行条件,可作为未来水处理系统的混合工艺,也可能适用于其他分离工艺。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modelling the predictive analysis of turbidity removal efficiency in the in-line coagulation and flocculation process

Coagulation and flocculation processes are commonly used in conventional water treatment plants to remove suspended solids from water. However, these methods often suffer from drawbacks such as high chemical consumption, sludge generation, and the need for huge areas, leading to high construction costs. To address these limitations, this study investigated the performance of in-line coagulation and flocculation processes as an alternative to conventional methods. The objectives were to determine the efficiency of in-line coagulation and flocculation, understand the underlying mechanisms, establish optimal operating conditions and design criteria, and to develop theoretical models for predicting turbidity removal efficiency in the in-line coagulation-flocculation process. Experiments were conducted using a continuous setup consisting of a static mixer and a 35-m helically coiled hydraulic tube flocculator.

Various operating parameters, including water flow rate (100 – 800 L/hr), initial turbidity (20 – 200 NTU), and coagulant types (aluminum sulfate, poly aluminum chloride, aluminum chlorohydrate, and ferric chloride), were examined. The results demonstrated that aluminum sulfate was the appropriate coagulant for the water characteristics studied, and the in-line coagulation and flocculation processes achieved turbidity removal efficiencies of approximately 91 % under all operating conditions, with a notable 97 % removal efficiency achieved at a liquid flow rate of 600 L/hr, with a Gt value of 21,715 and an overflow rate of 2 m/hr. A prediction model of turbidity removal efficiency was developed, showing good agreement between experimental and predicted removal efficiency model, with an average deviation of about 20 %. This model can aid in determining optimal operating conditions and serve as a hybrid process in future water treatment systems, potentially applicable to other separation processes as well.

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来源期刊
Chemical Engineering Research & Design
Chemical Engineering Research & Design 工程技术-工程:化工
CiteScore
6.10
自引率
7.70%
发文量
623
审稿时长
42 days
期刊介绍: ChERD aims to be the principal international journal for publication of high quality, original papers in chemical engineering. Papers showing how research results can be used in chemical engineering design, and accounts of experimental or theoretical research work bringing new perspectives to established principles, highlighting unsolved problems or indicating directions for future research, are particularly welcome. Contributions that deal with new developments in plant or processes and that can be given quantitative expression are encouraged. The journal is especially interested in papers that extend the boundaries of traditional chemical engineering.
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