使用化学混凝剂溶液去除池塘废水中的有机物、磷酸盐和硝酸盐。

IF 4.3 2区 化学 Q2 CHEMISTRY, MULTIDISCIPLINARY
Nouria Nabbou, Elhassan Benyagoub, Meriem Bekaddour, Boudjemaa Larabi, Abdelmadjid Hamouine
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引用次数: 0

摘要

本研究旨在采用混凝沉淀法处理和去除鱼塘废水中存在的不同浓度的化学混凝剂[FeSO4、FeCl3、Al2(SO4)3]中的有机物、磷酸盐和硝酸盐。这些污水未经任何处理就排放了。按照标准方法对鱼塘污水处理前后进行了一系列理化和细菌学分析。Taghit-Bechar(阿尔及利亚西南部)的一个养鱼场排放的鱼塘废水的主要理化和细菌学特征的结果表明,其值超过了阿尔及利亚的液体排放标准。这些值包括有机物(化学需氧量(COD) = 285.42 mgO2/L,生物需氧量(BOD) = 226.71 mgO2/L,可氧化物质(OM) = 56 mgO2/L),总悬浮固体(TSS) (45 mg/L),磷酸盐(2.60 mg/L),硝酸盐(80 mg/L),粪便大肠菌群(3.07 log MPN/100mL)和粪便链球菌(3.32 log MPN/100mL)。处理结果表明,氯化铁和硫酸铁的最佳处理浓度为50 mg/L左右,硫酸铝的最佳处理浓度为80 mg/L左右。在这些最佳剂量下,处理产量对减少有机污染是满意的,即;SS、OM、COD、BOD5对氯化铁的去除率分别为80%、64.3%、91%、84%;硫酸铁为87%、68.6%、93%、86,硫酸铝为95%、71.5%、96%、87。对硝酸盐和磷酸盐的去除率非常好,对氯化铁的去除率分别为92%和97%,对硫酸铁的去除率分别为94%和99%,对硫酸铝的去除率分别为95%和98%。对于有机物(MO、COD、BOD), pH值在6 ~ 8之间,磷酸盐和硝酸盐的pH值在8 ~ 10之间,氯化铁能更好地消除污染物参数。硫酸铁和硫酸铝的效果最好。三种混凝剂均能有效去除粪大肠菌群、粪链球菌等细菌污染指标。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Removal of organic matters, phosphates and nitrates present in pond wastewater using chemical coagulant solutions.

The study aims to treat and remove of organic matters, phosphates and nitrates present in fish pond wastewater using chemical coagulants at different concentrations [FeSO4, FeCl3, and Al2(SO4)3] through coagulation-precipitation. These effluents are discharged without any treatment. Fish pond wastewaters were subjected to a series of physicochemical and bacteriological analyses before and after treatment according to standard methods. The results of the main physicochemical and bacteriological characteristics of the fish pond wastewater released from a fish farm located in Taghit-Bechar (Southwest of Algeria) show values exceed the Algerian norms for liquid discharges. These values include organic matter (chemical oxygen demand (COD) = 285.42 mgO2/L, biological oxygen demand (BOD) = 226.71 mgO2/L, oxidizable materials (OM) = 56 mgO2/L), total suspended solid (TSS) (45 mg/L), phosphate (2.60 mg/L), nitrate (80 mg/L), fecal coliforms (3.07 log MPN/100mL) and fecal streptococci (3.32 log MPN/100mL). The treatment results showed that the optimum concentration varies around 50 mg/L for ferric chloride and ferric sulfate, and 80 mg/L for aluminum sulfate. At these optimum doses, treatment yields are satisfactory for the abatement of organic pollution, namely; SS, OM, COD, and BOD5 with a rate of 80%, 64.3%, 91%, and 84% for ferric chloride; 87%, 68.6%, 93%, and 86 for ferric sulfate and 95%, 71.5%, 96% and 87 for aluminum sulfate, respectively. Nitrate and phosphate removal performance was excellent, with removal rates of 92% and 97% for ferric chloride, 94% and 99% for ferric sulfate, and 95% and 98% for aluminum sulfate, respectively. The pollutant parameters tested appear to be better eliminated with ferric chloride in a pH range between 6 and 8 for organic matter (MO, COD, BOD), and between 8 and 10 for phosphates and nitrates. The best results were recorded for ferric sulfate and aluminum sulfate. However, the three coagulants effectively removed bacterial pollution indicators, such as fecal coliforms and fecal streptococci.

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来源期刊
BMC Chemistry
BMC Chemistry Chemistry-General Chemistry
CiteScore
5.30
自引率
2.20%
发文量
92
审稿时长
27 weeks
期刊介绍: BMC Chemistry, formerly known as Chemistry Central Journal, is now part of the BMC series journals family. Chemistry Central Journal has served the chemistry community as a trusted open access resource for more than 10 years – and we are delighted to announce the next step on its journey. In January 2019 the journal has been renamed BMC Chemistry and now strengthens the BMC series footprint in the physical sciences by publishing quality articles and by pushing the boundaries of open chemistry.
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