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采用海绵填充滴滤池低成本、可靠且高效地去除污水中的 COD 和总氮。

Low-cost, reliable, and highly efficient removal of COD and total nitrogen from sewage using a sponge-filled trickling filter.

机构信息

Civil Engineering Department, Faculty of Technology and Engineering, The Maharaja Sayajirao University of Baroda, Vadodara, Gujarat, India.

Civil Engineering Department, Faculty of Technology and Engineering, The Maharaja Sayajirao University of Baroda, Vadodara, Gujarat, India E-mail:

出版信息

Water Sci Technol. 2024 Aug;90(3):665-679. doi: 10.2166/wst.2024.252. Epub 2024 Jul 23.

DOI:10.2166/wst.2024.252
PMID:39141028
Abstract

Development of low-cost and reliable reactors demanding minimal supervision is a need-of-the-hour for sewage treatment in rural areas. This study explores the performance of a multi-stage sponge-filled trickling filter (SPTF) for sewage treatment, employing polyethylene (PE) and polyurethane (PU) media. Chemical oxygen demand (COD) and nitrogen transformation were evaluated at hydraulic loading rates (HLRs) ranging from 2 to 6 m/d using synthetic sewage as influent. At influent COD of ∼350 mg/L, PU-SPTF and PE-SPTF achieved a COD removal of 97% across all HLRs with most of the removal occurring in the first segments. Operation of PE-SPTF at an HLR of 6 m/d caused substantial wash-out of biomass, while PU-SPTF retained biomass and achieved effluent COD < 10 mg/L even at HLR of 8-10 m/d. The maximum Total Nitrogen removal by PE-SPTF and PU-SPTF reactors was 93.56 ± 1.36 and 92.24 ± 0.66%, respectively, at an HLR of 6 m/d. Simultaneous removal of ammonia and nitrate was observed at all the HLRs in the first segment of both SPTFs indicating ANAMMOX activity. COD removal data, media depth, and HLRs were fitted ( > 0.99) to a first-order kinetic relationship. For a comparable COD removal, CO emission by PU-SPTF was 3.5% of that of an activated sludge system.

摘要

开发低成本、可靠性高且监管要求低的反应堆是农村污水处理的当务之急。本研究探讨了多段海绵填充滴滤器(SPTF)在污水处理中的性能,采用聚乙烯(PE)和聚氨酯(PU)作为介质。采用合成污水作为进水,在水力负荷率(HLR)为 2 至 6 m/d 的条件下,评估了化学需氧量(COD)和氮转化。在进水 COD 约为 350 mg/L 的情况下,PU-SPTF 和 PE-SPTF 在所有 HLR 下均实现了 97%的 COD 去除率,大部分去除发生在第一段。在 HLR 为 6 m/d 的条件下运行的 PE-SPTF 导致大量生物量被冲洗掉,而 PU-SPTF 保留了生物量,即使在 HLR 为 8-10 m/d 的情况下,出水 COD 也<10 mg/L。PE-SPTF 和 PU-SPTF 反应器的最大总氮去除率分别为 93.56 ± 1.36%和 92.24 ± 0.66%,在 HLR 为 6 m/d 时。在两个 SPTF 的第一段的所有 HLR 下都观察到了氨氮和硝酸盐的同时去除,表明存在 ANAMMOX 活性。COD 去除数据、介质深度和 HLR 与一级动力学关系拟合良好(>0.99)。对于可比的 COD 去除,PU-SPTF 的 CO 排放量仅为活性污泥系统的 3.5%。

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