利用碳化锯末和纺织品过滤对屠宰场废水进行补救

IF 5.7 3区 环境科学与生态学 Q1 WATER RESOURCES
Mahmoud Elkady, Ahmed. M. Yosri, Samar Mohamed Fathy, Mohammed Helmy Ahmed Abbas
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引用次数: 0

摘要

屠宰场废水(SWW)被认为是一种工业废水,由于含有高浓度的生化需氧量(BOD)、化学需氧量(COD)和总悬浮固体(TSS)等污染物,对环境造成严重危害。此外,屠宰场的废水还含有有害细菌。本研究使用了一个圈层模型来处理当地一家私人屠宰场的污水。处理过程包括三个阶段:使用从锯末中提取的活性炭进行吸附,然后是沉淀,最后是带有纺织棉改良层的慢沙过滤器。对前两个步骤进行了测试,以获得处理系统的理想运行条件。在最后一步处理之后,我们使用改良型慢沙过滤器(MSSF)对整个流程进行了评估。我们使用 Jar 试验来确定锯屑活性碳(ACS)的最佳用量。监测参数包括物理化学参数,如浊度、总悬浮固体(TSS)、总溶解固体(TDS)、生化需氧量(BOD)、化学需氧量(COD)、总磷(TP)和总氮(TN)。细菌学检查包括总大肠菌群计数 (TCC) 和粪大肠菌群计数 (FCC)。罐式试验结果表明,ACS 的最佳剂量为 2.0 克/升。在调整了吸附过程的接触时间和 pH 值后,我们发现理想的接触时间为 100 分钟,理想的 pH 值为 4.0。最后,我们对整个处理系统进行了评估,在沉淀过程后使用 MSSF,发现浊度、BOD、COD、TSS、TDS、TP 和 TN 的去除率分别为 97.14、94.80、91.80、98.96、81.17、81.12 和 82.50%。此外,过滤器的细菌计数去除率分别高达 TCC 和 FCC 的 98.93% 和 99.13%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Slaughterhouse wastewater remediation using carbonized sawdust followed by textile filtration

Slaughterhouse wastewater remediation using carbonized sawdust followed by textile filtration

Slaughterhouse wastewater (SWW) is considered an industrial wastewater, which seriously harms the environment due to the high concentration of contaminants such as biochemical oxygen demand (BOD), chemical oxygen demand (COD), and total suspended solids (TSS). Additionally, the wastewater from slaughterhouses contains harmful bacteria. This study used a lap-scale model to treat SWW from a local private slaughterhouse. The treatment process involves three stages: adsorption using activated carbon, which is derived from sawdust, followed by sedimentation, and finally, a slow sand filter with a modified layer of woven textile cotton. The first two steps were tested to obtain the ideal operation condition of the treatment system. After the final step of treatment, we evaluated the overall process using a modified slow sand filter (MSSF). We used a Jar test to determine the optimal dosage of activated carbon from sawdust (ACS). The monitored parameters were physicochemical, such as turbidity, total suspended solids (TSS), total dissolved solids (TDS), biochemical oxygen demand (BOD), chemical oxygen demand (COD), total phosphorus (TP), and total nitrogen (TN). The bacteriological examination included both total coliform count (TCC) and fecal coliform count (FCC). The results of the jar test revealed that the optimal ACS dose was 2.0 g/l. After adjusting the contact time and pH levels for the adsorption process, we discovered that the ideal contact time was 100 min and the ideal pH level was 4.0. Finally, we evaluated the entire treatment system by applying the MSSF after the sedimentation process, and found that the removal efficiencies of turbidity, BOD, COD, TSS, TDS, TP, and TN were 97.14, 94.80, 91.80, 98.96, 81.17, 81.12, and 82.50%, respectively. This is in addition to the filter's ability to remove bacteria counts at a rate of up to 98.93 and 99.13% of TCC and FCC, respectively.

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来源期刊
Applied Water Science
Applied Water Science WATER RESOURCES-
CiteScore
9.90
自引率
3.60%
发文量
268
审稿时长
13 weeks
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