Greywater Characterization and Treatment Using Chemical Coagulation

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Abstract

The main problem in treating grey water is the large variation in quality observed over short timescales. Different treatment schemes have been used such as physical, chemical and biological processes to treat this effluent. However they have some problems like adjusting shock loading of organic matters and chemicals. Therefore, in the present study chemical coagulation process was tested to treat grey water. Coagulants (alum and ferric chloride) were used in the present work to treat both real and synthetic grey water. The findings showed that at a dose of 30 mg/L of ferric chloride, 90% of the solution's turbidity and 80% of the TDS could consistently be removed. These findings were well matched with biological active filter system that reported 85% of COD removal from grey water. In addition, the effects of pH and alkalinity on the removal performance were also investigated. Overall, the present study showed that both traditional and proposed novel chemical process could treat grey water to the required level which can further be re-used for agricultural activities.
化学混凝法处理灰水
处理中水的主要问题是在短时间尺度内观察到的水质变化很大。使用了不同的处理方案,如物理、化学和生物工艺来处理这些废水。然而,它们存在一些问题,如调整有机物和化学物质的冲击负荷。因此,本研究对化学混凝法处理中水进行了试验。用混凝剂(明矾和氯化铁)处理真实灰水和合成灰水。结果表明,在30 mg/L的氯化铁剂量下,90%的溶液浊度和80%的TDS可以持续去除。这些发现与生物活性过滤系统相吻合,生物活性过滤系统报道了85%的COD去除率。此外,还考察了pH和碱度对去除率的影响。总体而言,本研究表明,传统的化学处理和新提出的化学处理方法都可以将中水处理到所需的水平,并进一步用于农业活动。
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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