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评价生物滴滤池连续和间歇滴滤策略去除硫化氢的效果。

Evaluation of continuous and intermittent trickling strategies for the removal of hydrogen sulfide in a biotrickling filter.

机构信息

Australian Centre for Water and Environmental Biotechnology (formerly AWMC), The University of Queensland, QLD, Australia.

Australian Centre for Water and Environmental Biotechnology (formerly AWMC), The University of Queensland, QLD, Australia.

出版信息

Chemosphere. 2022 Mar;291(Pt 1):132723. doi: 10.1016/j.chemosphere.2021.132723. Epub 2021 Oct 28.

Abstract

Biotrickling filter (BTF) is a widely applied bioreactor for odour abatement in sewer networks. The trickling strategy is vital for maintaining a sound operation of BTF. This study employed a lab-scale BTF packed with granular activated carbon at a short empty bed residence time of 6 s and pH 1-2 to evaluate different trickling strategies, i.e., continuous trickling (different velocities) and intermittent trickling (different trickling intervals), in terms of the removal of hydrogen sulfide (HS), bed pressure drop, HS oxidation products and microbial community. The HS removal performance decreased with the trickling velocity (∼3.6 m/h) in BTF. In addition, three intermittent trickling strategies, i.e., 10-min trickling per 24 h, 8 h, and 2 h, were investigated. The HS elimination capacity deteriorated after about 2 weeks under both 10-min trickling per 24 h and 8 h. For both intermittent (10-min trickling per 2 h) and continuous trickling, the BTF exhibited nearly 100 % HS removal for inlet HS concentrations<100 ppmv, but intermittent BTF showed better removal performance than continuous trickling when inlet HS increased to 120-190 ppmv. Furthermore, the bed pressure drops were 333 and 3888 Pa/m for non-trickling and trickling periods, respectively, which makes intermittent BTF save 83 % energy consumption of the blower compared with continuous tirckling. However, intermittent BTF exhibited transient HS breakthrough (<1 ppmv) during trickling periods. Moreover, elemental sulfur and sulfate were major products of HS oxidation and Acidithiobacillus was the dominant genus in both intermittent and continuous trickling BTF. A mathematical model was calibrated for the intermittent BTF and a sensitivity analysis was performed on the model. It shows mass transfer parameters determine the HS removal. Overall, intermittent trickling strategy is promising for improving odour abatement performance and reducing the operating cost of the BTF.

摘要

生物滴滤塔(BTF)是一种广泛应用于污水管网恶臭控制的生物反应器。滴滤策略对于维持 BTF 的正常运行至关重要。本研究采用实验室规模的 BTF,填充颗粒活性炭,空床停留时间短至 6s,pH 值为 1-2,评估不同的滴滤策略,即连续滴滤(不同流速)和间歇滴滤(不同滴滤间隔),以去除硫化氢(HS)、床层压降、HS 氧化产物和微生物群落。在 BTF 中,HS 的去除性能随滴滤速度(约 3.6m/h)的增加而降低。此外,还研究了三种间歇滴滤策略,即每 24 小时滴滤 10 分钟、8 小时和 2 小时。在每 24 小时滴滤 10 分钟和 8 小时的条件下,大约 2 周后,HS 去除能力恶化。对于间歇(每 2 小时滴滤 10 分钟)和连续滴滤,BTF 对入口 HS 浓度<100ppm 的 HS 去除率接近 100%,但当入口 HS 增加到 120-190ppm 时,间歇 BTF 的去除效果优于连续滴滤。此外,非滴滤和滴滤期间的床层压降分别为 333 和 3888Pa/m,这使得间歇 BTF 与连续滴滤相比,鼓风机的能耗节省了 83%。然而,间歇 BTF 在滴滤期间会出现短暂的 HS 穿透(<1ppm)。此外,元素硫和硫酸盐是 HS 氧化的主要产物,嗜酸硫杆菌是间歇和连续滴滤 BTF 中的优势属。为间歇 BTF 建立了数学模型,并对模型进行了灵敏度分析。结果表明,传质参数决定了 HS 的去除。总体而言,间歇滴滤策略有望提高恶臭去除性能,降低 BTF 的运行成本。

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