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Treatment of Synthetic Domestic Wastewater by Integrated Aerobic/Anoxic Bioreactor (IAAB)

机译:好氧/缺氧生物反应器(IAAB)处理合成生活污水

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摘要

An integrated aerobic/anoxic bioreactor with total liquid volume of 180 L was utilized for the treatment of synthetic domestic wastewater. Bioreactor performance was monitored by the removal of biochemical oxygen demand (BOD). Organic loadings simulating low and medium strength domestic wastewater with a BOD concentration of 110 and 235 mg/L were used to evaluate the bioreactor in stages 1 and 2 respectively. Hydraulic retention time (HRT) was varied between 12 and 7.2 days. Biomass from a sewage treatment plant was used as seed sludge. BOD removal was monitored from the aerobic, anoxic and effluent compartments of the bioreactor every two days. Results at HRT of 12 days show that the bulk of organic matter removal was prominent in the aerobic compartment with an effluent concentration of 28.7 and 30.5 mg/L at the steady states of stages 1 and 2 respectively. The anoxic compartment showed slight BOD removal with effluent concentration of 24.2 and 27.7 mg/L at the steady states of stages 1 and 2 respectively. The BOD concentration in the effluent compartment was 4.5 and 14.5 mg/L at the steady states of stages 1 and 2. BOD removal took a downtrend when HRT was decreased from 12 to 7.2 days in the aerobic and anoxic compartments, but was constant for the effluent compartment at steady state. Ammonia, nitrate, COD and MLVSS were all monitored. Ammonia, nitrate and COD removal were about 93%, 83% and 92% respectively. Growth of biomass (MLVSS) was more prominent in the aerobic compartment. This study demonstrates that an IAAB has the potential to treat wastewater.
机译:总液量为180 L的一体式好氧/缺氧生物反应器用于处理合成生活污水。通过去除生化需氧量(BOD)监控生物反应器的性能。 BOD浓度分别为110和235 mg / L的模拟中低浓度生活污水的有机负荷分别用于评估阶段1和阶段2的生物反应器。水力停留时间(HRT)在12到7.2天之间变化。来自污水处理厂的生物质被用作种子污泥。每两天从生物反应器的好氧,缺氧和污水隔室监测BOD去除情况。 HRT的12天结果表明,在好氧舱室中,大部分有机物去除效果显着,在阶段1和阶段2的稳态下,废水浓度分别为28.7和30.5 mg / L。在阶段1和阶段2的稳态下,缺氧隔室显示出轻微的BOD去除,出水浓度分别为24.2和27.7 mg / L。在阶段1和2的稳态下,污水室的BOD浓度分别为4.5和14.5 mg / L。当好氧和缺氧室的HRT从12天减少到7.2天时,BOD的去除呈下降趋势。出水舱处于稳定状态。氨,硝酸盐,COD和MLVSS均被监测。氨,硝酸盐和COD的去除率分别约为93%,83%和92%。在有氧隔室中,生物量(MLVSS)的增长更为突出。这项研究表明,IAAB具有处理废水的潜力。

著录项

  • 来源
    《Nature environment and pollution technology》 |2016年第3期|943-946|共4页
  • 作者单位

    Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Malaysia, 32610, Bandar Seri Iskandar, Perak, Malaysia;

    Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Malaysia, 32610, Bandar Seri Iskandar, Perak, Malaysia;

    Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Malaysia, 32610, Bandar Seri Iskandar, Perak, Malaysia;

    Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, Malaysia, 32610, Bandar Seri Iskandar, Perak, Malaysia;

    Deptt. of Applied Biochemistry, Enugu State University of Science and Technology, Nigeria, P.M.B 01660, Enugu, Nigeria;

    Department of Applied Microbiology, Enugu State University of Science and Technology, Nigeria, P.M.B 01660, Enugu, Nigeria;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Integrated aerobic bioreactor; Domestic wastewater; Wastewater treatment; Hydraulic retention time;

    机译:集成好氧生物反应器;生活污水;废水处理;水力停留时间;
  • 入库时间 2022-08-18 01:58:19

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