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Influence of SRT and HRT on Bioprocess Performance in Anaerobic Membrane Bioreactors Treating Municipal Wastewater

机译:SRT和HRT对厌氧膜生物反应器处理城市废水中生物工艺性能的影响

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摘要

This study investigated the impact of Solid Retention Time (SRT) (40 to 100 days) and Hydraulic Retention Time (HRT) (2.5 to 8.5 hours) on the treatment of municipal wastewater in pilot and bench scale AnMBRs. The results revealed good permeate quality with respect to concentrations of COD (<40 mg/L) and BOD_5 (<10 mg/L) was achieved under all conditions. Over the range of values tested SRT and HRTdid not significantly influence COD and BOD_5 removal efficiencies. Extended SRTs resulted in reduced sludge production and enhanced methane production. Oversaturation of dissolved methane in permeate appears to have been responsible for a consistent lack of COD mass balance closure in all tests. After calibration of biokinetic coefficients, PetWin 4 (EnviroSim Canada) was found to effectively simulate the concentrations of particulate COD, readily biodegradable COD and acetic acid over a range of SRTs and HRTs. The calibrated saturation coefficients for hydrolysis and aceticlastic methanogenesis processes were comparable to those reported in literature. The saturation coefficient of fermentation was significantly lower than those reported in literature. The simulated methane mass flows were consistently higher than the measured values which was consistent with the lack of COD mass balance closure and was attributed to reduction of sulfate and oversaturation of the permeate with respect to Henry's Law.
机译:这项研究调查了固体保留时间(SRT)(40至100天)和水力保留时间(HRT)(2.5至8.5小时)对中型和台式AnMBR中市政废水处理的影响。结果表明,在所有条件下,相对于COD(<40 mg / L)浓度而言,渗透物质量均良好,并且BOD_5(<10 mg / L)达到了。在测试的值范围内,SRT和HRTdid不会显着影响COD和BOD_5的去除效率。延长的SRT可以减少污泥的产生并提高甲烷的产生。渗透物中溶解的甲烷过饱和似乎是导致所有测试中始终缺乏COD质量平衡关闭的原因。在对生物动力学系数进行校准后,发现PetWin 4(加拿大EnviroSim)可有效模拟一系列SRT和HRT上颗粒COD,易于生物降解的COD和乙酸的浓度。水解和乙腈产甲烷过程的校准饱和系数与文献报道的相当。发酵的饱和系数明显低于文献报道的饱和系数。模拟的甲烷质量流量始终高于测量值,这与缺乏COD质量平衡封闭相一致,并且归因于硫酸盐的减少和渗透物相对于亨利定律的过饱和。

著录项

  • 来源
    《Water Environment Research》 |2016年第2期|158-167|共10页
  • 作者单位

    Department of Civil and Environmental Engineering, University of Waterloo, 200 University Ave. West, N2L 3G1, Waterloo, Ontario, Canada;

    Department of Civil and Environmental Engineering, University of Waterloo, 200 University Ave. West, N2L 3G1, Waterloo, Ontario, Canada;

    GE Water & Process Technologies, 3239 Dundas Street West, L6M 4B2, Oakville, Ontario, Canada;

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

    HRT; SRT; municipal wastewater; biokinetics; anaerobic; biogas; model;

    机译:HRT;SRT;城市废水;生物动力学厌氧沼气模型;

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