曝气生物滤池处理泻湖污水的低成本填料

Pub Date : 2022-09-20 DOI:10.15255/kui.2022.017
Malika Khelladi, Meriem Abaidia, Senouci Boulerial, K. Bekrentchir, A. Benhamou, A. Debab
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引用次数: 0

摘要

作为对从泻湖污水中去除化学和微生物污染物的后处理技术进行综合评价的一部分,设计了一个曝气生物过滤器。本研究的主要目的是评价沸石和丝瓜作为低成本包装材料对Stidia天然泻湖出水深度处理的性能。曝气生物滤池下流运行,HLR s为11.37 ~ 28.43 m³m−2 d−1,气液比为3:1。在中试中进行的不同实验表明,sCOD去除率随HLR和生物滤池入口的废水浓度而变化。在本研究中,取决于HLR的sCOD去除率达到78.9%以上,TSS去除率最高为71.5%,为28.43 m 3 m−2 d−1。在低HLR (11.37 m³m−2 d−1)下,处理后的出水平均浓度如下:sCOD为29.5 mg l−1,BOD 5为21.7 mg l−1,TSS为26.4 mg l−1。这些实验结果与经验模型一起用于确定介质常数n和处理因子K。处理后出水中检出的粪便大肠菌群和大肠杆菌均小于105 CFU/100 ml,符合国家废水回用灌溉标准。
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Low-cost Packing Materials in an Aerated Biofilter for Lagoon Effluent Treatment
As part of a comprehensive evaluation of post-treatment techniques for the removal of chemical and microbiological pollutants from lagoon effluents, an aerated biofilter was designed. The main objective of this study was to evaluate the performance of pozzolan and Luffa cylindrica as low-cost packing materials for the advanced treatment of Stidia natural lagoon effluent. The aerated biofilter operates in down-flow with HLR s of 11.37 to 28.43 m 3 m −2 d −1 and an air/liquid flow ratio of 3 : 1. The differ ent experiments performed on the pilot showed that the percentages of sCOD removal vary with the HLR s and the wastewater concentration at the biofilter inlet. In this study, sCOD removal efficiencies above 78.9 % were achieved depending on HLR , and a maximum removal efficiency of TSS of 71.5 % was obtained for 28.43 m 3 m −2 d −1 . At low HLR (11.37 m 3 m −2 d −1 ), the treated effluent had the following average concentrations: sCOD of 29.5 mg l −1 , BOD 5 of 21.7 mg l −1 and TSS of 26.4 mg l −1 . These experimental results were used with an empirical model to determine the media constant n and treatability factor K . The faecal coliforms and Escherichia coli detected in the treated effluent were less than 10 5 CFU/100 ml, which meet the national guidelines for wastewater reuse in irrigation.
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