首页> 外文学位 >The effect of organic loading on process performance and membrane fouling in a submerged membrane bioreactor treating municipal wastewater.
【24h】

The effect of organic loading on process performance and membrane fouling in a submerged membrane bioreactor treating municipal wastewater.

机译:在处理市政废水的浸没式膜生物反应器中,有机负荷对工艺性能和膜结垢的影响。

获取原文
获取原文并翻译 | 示例

摘要

Pilot-scale and bench-scale SMBRs were operated on municipal wastewater primary effluent at mean cell residence times (MCRTs) between 2 and 10 d to investigate the effect of the organic loading rate (F/M) on the SMBR process and membrane performance. A control bench-scale CMAS reactor with gravity sedimentation was operated in parallel with, and at the same MCRTs as, the pilot-scale SMBR. In general, SMBRs produced a higher effluent quality with lower turbidity, COD and suspended solids (TSS) (non-detect) concentrations than the control reactor. The SMBR processes completely nitrified (effluent NH3-N 1 mg/L) at all MCRTs > 2 d. Mixed liquor properties (EPS, SMP, soluble COD and colloidal material), believed to effect membrane filtration of activated sludge, were quantified for each steady-state condition. Because a membrane provided solid-liquid separation in the SMBR, there was no selective pressure for sludge to settle and the sludge EPS content was lower than in the CMAS reactor. Because the membrane retains materials larger than the membrane pores, the total mixed liquor SMP content increased with F/M in the SMBR processes while the SMP content was relatively constant with F/M in the CMAS reactor. The pilot-scale and bench-scale SMBR processes were operated at constant membrane fluxes (30 and 17 LMH), constant MLSS concentrations (8 and 1.5 g/L), and constant coarse bubble aeration flow rates for all conditions tested. The steady-state membrane fouling rate increased significantly for both SMBR processes as the F/M increased and correlated well with the total SMP concentration. The importance of the cake layer and adsorbed foulants to the total filtration resistance was estimated at the end of each condition. Filtration resistance was always mostly attributable to the adsorbed foulants but the significance of cake resistance increased with F/M. Batch filtration experiments on mixed liquor from low and high F/M conditions (0.54 and 2.34 gCOD/gVSS·d) revealed an increased total resistance to filtration. In addition, the batch filtration experiments demonstrated that the resistance attributable to the MLSS themselves (no soluble materials) increased 6-fold. Molecular weight (MW) fractionation of SMP and EPS revealed that protein and carbohydrate MW distributions were lower at MCRT of 10 d compared to 2 d.
机译:在市政废水的主要废水中,在2至10 d的平均细胞停留时间(MCRT)上进行了中试规模和台式规模的SMBR,以研究有机负载率(F / M)对SMBR工艺和膜性能的影响。具有重力沉降的控制台规模的CMAS反应器与中试规模的SMBR并行运行,并在相同的MCRT下运行。通常,与对照反应器相比,SMBR产生的废水质量更高,浊度,COD和悬浮固体(TSS)(未检测到)浓度更低。在所有大于2 d的MCRT上,SMBR都会完全硝化(出水NH3-N <1 mg / L)。对于每种稳态条件,对混合液特性(EPS,SMP,可溶性COD和胶体材料)(据信会影响活性污泥的膜过滤)进行量化。因为膜在SMBR中提供了固液分离,所以没有选择压力使污泥沉降,并且污泥EPS含量低于CMAS反应器。因为膜保留的材料大于膜孔,所以在SMBR工艺中,总混合液SMP含量随F / M的增加而增加,而CMAS反应器中SMP含量随F / M的变化相对恒定。在所有测试条件下,中规模和实验室规模的SMBR工艺均在恒定的膜通量(30和17 LMH),恒定的MLSS浓度(8和1.5 g / L)和恒定的粗气泡曝气流速下运行。随着F / M的增加和与总SMP浓度的相关性良好,两种SMBR工艺的稳态膜结垢率均显着增加。在每种条件结束时,估计滤饼层和吸附的污垢对总过滤阻力的重要性。耐滤性通常主要归因于吸附的污垢,但滤饼抗性的重要性随F / M的增加而增加。在来自低和高F / M条件(0.54和2.34 gCOD / gVSS·d)的混合液上进行批量过滤实验,发现总的过滤阻力增加。另外,分批过滤实验表明,归因于MLSS本身(无可溶性物质)的抗性增加了6倍。 SMP和EPS的分子量(MW)分级显示,MCRT为10 d时,蛋白质和碳水化合物的MW分布低于2 d。

著录项

  • 作者

    Trussell, Robert Shane.;

  • 作者单位

    University of California, Berkeley.;

  • 授予单位 University of California, Berkeley.;
  • 学科 Engineering Environmental.; Engineering Sanitary and Municipal.
  • 学位 Ph.D.
  • 年度 2004
  • 页码 162 p.
  • 总页数 162
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 环境污染及其防治;建筑科学;
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号