应用面心复合中心优化使用铁酸钾处理塘鳢养殖废水的方法

Hoang Gia Phuc, Dinh Kim Ngan, Dang Ngoc Quan, Tran Le Dang Khoa, T. T. Khôi, N. Huy, Hoang Phi Hung, Nguyen Huynh Bao Chau, Nguyen Thi Thuy
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引用次数: 0

摘要

本研究在水产养殖废水处理中应用了铁酸盐,作为一种多用途制剂,用于污染物的氧化、混凝和消毒。研究人员从三个来源收集了彭氏鲶鱼养殖废水样本,并对其特性进行了分析。实验设计采用面心复合中心设计(FCCC),包含两个独立因子(即 pH 值和铁的剂量)和 6 个响应(即 COD、浊度、PO43-、TKN、NH4+ 的出水浓度和大肠菌群的对数减少量)。评估了两个因素对反应的影响,并讨论了每个反应和所有反应的最佳条件。结果表明,水更新频率低的废水需要在排放或再循环前进行处理。对于去除 COD、浊度和 TKN 而言,酸性条件下的处理效果更佳,但对于去除大肠菌群、NH4+ 和磷酸盐而言,碱性环境下的处理效果更佳。不过,pH 值对处理的影响取决于铁酸盐的剂量。所有反应的最佳工作条件是 pH 值为 3,铁的剂量为 20 毫克/升,在此条件下,大肠菌群、PO43-、浊度、化学需氧量、NH4+ 和 TKN 的处理效率分别达到 99.985%(对数减少率为 3.826)、96.8%、93.0%、85.7%、61.7% 和 50.0%。这些污染物的出水浓度完全符合排放的允许值,而 pH 值则需要在处理后进行调整。建议进一步研究 pH 值和 NH4+ 的处理方法,以实现处理后水的再循环。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Application of face centered composite central for optimization of pangasius catfish aquaculture wastewater treatment using potassium ferrate
This study applied ferrate in aquaculture wastewater treatment as a multi-purpose agent for pollutants’ oxidation, coagulation, and disinfection. Pangasius catfish aquaculture wastewater samples were collected from three sources and their characteristics were analyzed. Face Centered Composite Central (FCCC) design was utilized for designing the experiments with two independent factors (i.e., pH and ferrate dose) and 6 responses (i.e., effluent concentrations of COD, turbidity, PO43-, TKN, NH4+, and log reduction of coliform). The effects of the two factors on the responses were evaluated and the optimum conditions for each response and also for all responses were discussed. The results showed that the wastewater with low frequencies of water renewing required treatment before discharging or recirculating. pH, ferrate dose, and their interaction affected differently on the responses. The treatment was preferred at the acidic conditions for COD, turbidity, and TKN removals, but the basic environments for coliform, NH4+, and phosphate removals. However, the effect of pH on the treatment depended on the ferrate dose. The optimum working condition for all responses was suggested at pH 3 and 20 mg/L of ferrate dose by which the treatment efficiencies reached 99.985 % (log reduction of 3.826), 96.8 %, 93.0 %, 85.7 %, 61.7 %, and 50.0 %, for coliform, PO43-, turbidity, COD, NH4+, and TKN, respectively. These pollutants’ effluent concentrations met well the allowable values for discharging while the pH value required adjustment post - treatment. A further study focusing on pH and NH4+ treatment is suggested for the recirculation purpose of the treated water.
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