实验室规模厌氧-好氧/缺氧序批式反应器对肉类加工废水的生物处理

D. Mutua, E. Njagi, G. Orinda, Geoffry Obondi, F. Kansiime, J. Kyambadde, J. Omara, R. Odong, Hellen Butungi
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引用次数: 7

摘要

在东非分区域,许多工业将未经处理的废水排放到附近的水资源,从而污染了环境。这是因为适用于废水处理的技术对于这些利润率低的中小型企业来说是昂贵的。屠宰场就属于这一类工业设施。本研究的目的是研究厌氧-好氧/缺氧序批式反应器(sbr)串联运行处理肉类加工废水。反应器使用肉类加工废水运行了一年。厌氧SBR的水力停留时间为2 d,好氧/缺氧SBR的水力停留时间为1 d,有机负荷为12.8 kg COD/m3/d。在厌氧SBR中,总化学需氧量(TCOD)和可溶性化学需氧量(SCOD)、总悬浮物(TSS)和浊度的去除率分别为79%、76%、79%和70%,出水平均浓度分别为3554±58 mg/L、762±3 mg/L、2307±21和2800±9 FAU。电导率、氨氮、正磷酸盐和总磷浓度分别提高了38%、80%、81%和71%。好氧/厌氧SBR对TCOD、SCOD、BOD、TSS、浊度、铵态氮(NH4 + -N)、总氮(TN)、正磷(o-PO4 3—P)和总磷(TP)的去除率分别为98%、96%、97%、89%、74%、91%、90%和86%。除TKN(35±4 mg/L)和o-PO4 3—P(8±1 mg/L)外,其余各参数均达到国家排放标准。因此,屠宰场废水可以使用厌氧-好氧/缺氧SBR系统进行处理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Biological Treatment of Meat Processing Wastewater Using Lab-Scale Anaerobic-Aerobic/Anoxic Sequencing Batch Reactors Operated in Series
In the eastern Africa sub-region, many industries discharge untreated effluents to nearby water resources, thereby polluting the environment. This is because the technologies applicable for wastewater treatment are expensive for these small-medium sized companies with low profit margins. Slaughterhouses belong to this category of industrial setup. The objective of this study was to investigate treatment of meat processing wastewater using anaerobic– aerobic/anoxic Sequencing Batch Reactors (SBRs) operated in series. Reactors were operated for one year using meat processing wastewater. Hydraulic retention time was 2 days for the anaerobic SBR, and 1 day for the aerobic/ anoxic SBR while the organic loading was 12.8 kg COD/m3/day. In the anaerobic SBR, removal efficiencies for total and soluble chemical oxygen demand (TCOD and SCOD), total suspended solids (TSS) and turbidity were 79, 76, 79, and 70%, respectively, with effluent mean concentrations of 3554 ± 58 mg/L, 762 ± 3 mg/L, 2307 ± 21, and 2800 ± 9 FAU. Conductivity, ammonia-nitrogen, ortho-phosphates and total phosphorus concentrations increased by 38, 80, 81 and 71%. Pollutant removal efficiencies in the aerobic/anoxic SBR were 98, 96, 97, 89, 74, 97, 91, 90, and 86% for TCOD, SCOD, BOD, TSS, turbidity, ammonium nitrogen (NH4 +–N), total nitrogen (TN), orthophosphorus (o-PO4 3-–P), and total phosphorus (TP), respectively. Except TKN (35 ± 4 mg/L) and o-PO4 3-–P (8 ± 1 mg/L), all other parameters in the aerobically treated effluent met national discharge standards. Thus, abattoir effluent can be treated using anaerobic–aerobic/anoxic SBR system.
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