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Effect of hydraulic retention time on the performance of down-flow hanging sponge system treating grey wastewater

机译:水力停留时间对下流式悬挂海绵系统处理灰色废水性能的影响

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摘要

Grey wastewater (GW) treatment via down-flow hanging sponge (DHS) system was the subject of the study. The reactor was operated at different hydraulic retention times (HRTs) of 11.7, 5.8 and 2.9 h, corresponding to organic loading rates (OLRs) of 1.9, 3.6 and 6.8 kgCOD/m3 day, respectively. The results obtained revealed that decreasing the HRT from 11.7 to 2.9 h negatively affected on the performance of the DHS system. COD_(total), COD_(soluble), COD_(particulate) and detergent removal efficiency were reduced from 96 ± 2.4 to 90 ± 2.3%, from 83 ± 10 to 69 ± 8%, from 98 ± 2 to 94 ± 3% and from 96 ± 12 to 88 ± 6.9%, respectively. However, the removal efficiency of the distinguished COD fractions and detergent remained unaffected when decreasing the HRT from 11.7 to 5.8 h. The DHS system provided a removal efficiency of 95 ± 1% for COD_(total), 79 ± 8% for COD_(soluble), 98 ± 2 for COD_(particulate) and 94.7% for detergent at an HRT of 5.8 h. Based on these results, it is recommended to operate such a system at an HRT of 5.8 h and OLR not exceeding 3.6 kgCOD/m3 day for producing an effluent quality complying for reuse in unrestricted irrigation purposes. The removal of TKj-N and nitrification efficiency in the DHS system was significantly affected by increasing the OLR from 1.9 to 3.6 kgCOD/m~3 day and from 3.6 to 6.8 kgCOD/ m~3 day. At an OLR of 1.9 kgCOD/m3 day, the DHS system removed 80 ± 12% of TKj-N and 91 ± 22% of ammonia which is significantly higher than that at an OLR of 3.6 (58.5 ± 13%) and 6.8 kgCOD/m~3 day (26.8 ± 16%). Similar results were recorded for the removal of total coliform (TC), viz., the efficiencies dropped for TC from 99.8 ± 0.2 to 99.4 ± 0.8% and from 99.4 ± 0.8 to 90.0 ± 7.6%, respectively. DHS profile results showed that the major part of COD was removed in the upper portion of the system while the nitrification process was taken place in the lower part of the DHS system at OLR of 1.9 kgCOD/ m~3 day and HRT of 11.7 h.
机译:通过下流式悬挂海绵(DHS)系统处理灰色废水(GW)是本研究的主题。反应器在不同的水力停留时间(HRT)为11.7、5.8和2.9 h下运行,分别对应于有机负荷率(OLR)为1.9、3.6和6.8 kgCOD / m3天。获得的结果表明,将HRT从11.7小时降低到2.9小时会对DHS系统的性能产生负面影响。 COD_(总),COD_(可溶),COD_(颗粒)和去污剂去除效率从96±2.4降低到90±2.3%,从83±10降低到69±8%,从98±2降低到94±3%从96±12到88±6.9%。但是,当将HRT从11.7小时降低到5.8小时时,卓越的COD馏分和去污剂的去除效率仍然不受影响。 DHS系统在5.8 h的HRT下,对COD_(总)的去除效率为95±1%,对于COD_(可溶性)为79±8%,对于COD_(颗粒)为98±2,对于洗涤剂的去除效率为94.7%。根据这些结果,建议在HRT为5.8 h且OLR不超过3.6 kgCOD / m3天的条件下运行该系统,以产生符合无限制灌溉目的的废水质量。将OLR从1.9 kgCOD / m〜3天和从3.6 kgCOD / m〜3天增加到DHS系统中TKj-N的去除和硝化效率受到显着影响。在OLR为1.9 kgCOD / m3天的情况下,DHS系统去除了80±12%的TKj-N和91±22%的氨,这显着高于OLR为3.6(58.5±13%)和6.8 kgCOD / m〜3天(26.8±16%)。去除总大肠菌(TC)的记录也相似,即TC的效率分别从99.8±0.2降至99.4±0.8%和从99.4±0.8降至90.0±7.6%。 DHS曲线结果表明,在DHS系统的下部以1.9 kgCOD / m〜3天的OLR和11.7 h的HRT进行了硝化过程,在系统的上部去除了大部分COD。

著录项

  • 来源
    《Bioprocess and Biosystems Engineering》 |2011年第6期|p.767-776|共10页
  • 作者单位

    Water Pollution Research Department, National Research Center, El-Behouth St., Dokki, P.O. Box 12622, Cairo, Egypt;

    Water Pollution Research Department, National Research Center, El-Behouth St., Dokki, P.O. Box 12622, Cairo, Egypt;

    Demitta Branch, Faculty of Science, Department of Environmental Science, Mansoura University, Mansoura, Egypt;

    Demitta Branch, Faculty of Science, Department of Environmental Science, Mansoura University, Mansoura, Egypt;

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

    Grey wastewater; DHS; COD; Total coliform; Nitrification; SEM;

    机译:灰色废水;国土安全部;化学需氧量总大肠菌群硝化作用扫描电镜;

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