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首页> 外文期刊>Journal of environmental sciences >An innovative approach to minimize excess sludge production in sewage treatment using integrated bioreactors
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An innovative approach to minimize excess sludge production in sewage treatment using integrated bioreactors

机译:一种创新的方法,可以使用综合生物反应器减少污水处理中过量污泥生产的方法

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The present investigation deals with an application of integrated sequential oxic and anoxic bioreactor (SOABR) and fluidized immobilized cell carbon oxidation (FICCO) reactor for the treatment of domestic wastewater with minimum sludge generation. The performance of integrated SOABR-FICCO system was evaluated on treating the domestic wastewater at hydraulic retention time (HRT) of 3 hr and 6 hr for 120 days at organic loading rate (OLR) of 191 +/- 31 mg/(L.hr). The influent wastewater was characterized by chemical oxygen demand (COD) 573 +/- 93 mg/L; biochemical oxygen demand (BOD5) 197 +/- 35 mg/L and total suspended solids (TSS) 450 +/- 136 mg/L. The integrated SOABR-FICCO reactors have established a significant removal of COD by 94% +/- 1%, BOD5 by 95% +/- 0.6% and TSS by 95% +/- 4% with treated domestic wastewater characteristics COD 33 +/- 5 mg/L; BOD5 9 +/- 0.8 mg/L and TSS 17 +/- 9 mg/L under continuous mode of operation for 120 days. The mass of dry sludge generated from SOABR-FICCO system was 22.9 g/m(3). The sludge volume index of sludge formed in the SOABR reactor was 32 mL/g and in FICCO reactor it was 46 mL/g. The sludge formed in SOABR and FICCO reactor was characterized by TGA, DSC and SEM analysis. Overall, the results demonstrated that the integrated SOABR-FICCO reactors substantially removed the pollution parameters from domestic wastewater with minimum sludge production. (C) 2017 The Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences. Published by Elsevier B.V.
机译:本研究涉及综合顺序氧化氧和缺氧生物反应器(SOABR)和流化的固定化细胞碳氧化(FICCO)反应器,用于治疗具有最小污泥发电的国内废水。在191 +/- 31 mg /(L.HR的有机加载速率(OLR),在3小时的液压保留时间(HRT)和6小时的液压保留时间(HRT)下的液压保留时间(HRT)下的液压保留时间(HRT)进行综合SOABR-FICCO系统的性能。 )。流动废水的特征在于化学需氧量(COD)573 +/- 93 mg / L;生物化学氧需求(BoD5)197 +/- 35 mg / L和总悬浮固体(TSS)450 +/- 136 mg / L.集成的SOABR-FICCO反应堆已经建立了94%+/- 1%,BOD5的显着除去了95%+/- 0.6%,COD 33 + / - 5毫克/升;在连续操作模式下,BOD5 9 +/- 0.8 mg / L和TSS 17 +/- 9 mg / L 120天。 SOABR-FICCO系统产生的干污泥的质量为22.9g / m(3)。在SOABR反应器中形成的污泥的污泥体积指数为32ml / g,在Ficco反应器中为46ml / g。 TGA,DSC和SEM分析表征在SOABR和FICCO反应器中形成的污泥。总体而言,结果表明,集成的SOABR-FICCO反应堆基本上除去了国内废水的污染参数,最小的污泥生产。 (c)2017中国科学院生态环境科学研究中心。 elsevier b.v出版。

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