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Novel two-stage vertical flow biofilter system for efficient treatment of decentralized domestic wastewater

机译:新型两级垂直流生物滤池系统,可有效处理分散的生活污水

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A novel two-stage system consisting of a trickling filter and a multi-soil-layering (MSL) bioreactor was developed for enhanced treatment of domestic wastewater from decentralized sources. The trickling filter was packed with coarse zeolite segregated by 3 thin iron scraps layers, referred to as the Iron modified Zeolite Trickling Filter (IZTF). The effective particle size of the zeolite ranged 3-5 mm, and the zeolite to iron scraps ratio was 95:5 by dry weight. The MSL was a layered filter system consisted of Zeolite permeable layers (ZPL) and Soil mixture block (SMB) layers in alternated form. Simulated septic tank effluent was fed into the apparatus through a perforated pipe on top of the trickling filter at a loading rate of 440, 640 and 920 L m~(-2) d~(-1), respectively, and dropped into the MSL. Total removal rates of CODcr, TP, Ammonium, and TN ranged 90.3%-95.2%, 92.0%-94.0%, 85.1%-86.9%, and 58.9%-63.8% with mean final effluent concentrations of 12, 0.28, 5.66, and 21.0 mg L~(-1) respectively at mean hydraulic loading rate of 920 L m~(-2) d~(-1) and under relatively stable conditions. The system operated without any sign of oxygen shortness even at the maximum loading rate of 250 g CODcr m~(-2) d~(-1) and 40 g NH4~+ -N m~(-2) d~(-1) without artificial aeration, and clogging did not occur during the study owing to better water dispersion of the MSL, which indicated that the hybrid system could operate well for COD removal and nitrification with little management and labor demand. A comparative study also showed that the IZTF with identical total packing height and iron proportions performed better than the single MSL in TP removal, and the aerobic condition as well as the partial high Fe:P ratio was hypothesized to be the dominant factor for that.
机译:开发了一种新颖的两级系统,该系统包括滴滤池和多层土壤生物反应器,用于增强处理分散来源的生活废水的能力。滴滤池中填充有由3个薄铁屑层分隔的粗沸石,称为铁改性沸石滴滤池(IZTF)。沸石的有效粒径为3-5mm,且沸石与铁屑的重量比为95∶5(以干重计)。 MSL是一个分层的过滤系统,由交替的沸石渗透层(ZPL)和土壤混合块(SMB)层组成。模拟化粪池出水通过滴滤过滤器顶部的多孔管分别以440、640和920 L m〜(-2)d〜(-1)的加载速率进料到设备中,然后滴入MSL 。 CODcr,TP,铵和TN的总去除率分别为90.3%-95.2%,92.0%-94.0%,85.1%-86.9%和58.9%-63.8%,平均最终废水浓度为12、0.28、5.66和在平均水力负荷率为920 L m〜(-2)d〜(-1)和相对稳定的条件下分别为21.0 mg L〜(-1)。该系统即使在最大装载速率为250 g CODcr m〜(-2)d〜(-1)和40 g NH4〜+ -N m〜(-2)d〜(-1)的情况下也没有任何氧气短缺的迹象)无需人工曝气,并且由于MSL的水分散性更好,因此在研究过程中不会发生堵塞,这表明该混合系统可以很好地去除COD和硝化,且管理和劳动力需求很少。一项比较研究还表明,总堆积高度和铁含量相同的IZTF在去除TP方面表现优于单一MSL,并且有氧条件以及部分高的Fe:P比被认为是其主要因素。

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