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首页> 外文期刊>Waste management & research >Evaluation of effluents from bench-scale treatment combinations for landfill leachate in Ibadan, Nigeria
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Evaluation of effluents from bench-scale treatment combinations for landfill leachate in Ibadan, Nigeria

机译:对尼日利亚伊巴丹垃圾填埋场渗滤液的台式处理组合产生的废水进行评估

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The removal of pollutants in landfill leachate was investigated using constructed wetlands, a trickling filter, alum flocculation and coagulation, and a sequencing batch reactor in various combinations. Thirteen combined operations were investigated involving three out of the four unit treatment methods in series. The study was conducted because unit operations, though achieved reductions in pollutants concentrations had effluent values above the national regulatory guideline values. The suspended solids of effluents were permissible in most treatment processes, while reductions in 5-day biochemical oxygen demand (BOD_5), chemical oxygen demand (COD) and ammonia (NH_3) of leachates ranged from 80% to 97%; 86% to 97% and 92% to 98% respectively. However, there were significant increases in nitrate (85%) and dissolved oxygen of treatment (218%). In addition, the characteristics of the recommended treatment sequence, involving constructed wetlands, alum and trickling filter produced effluents with reductions in colour (97%), alkalinity (97%), BOD (97%), COD (97%) and NH_3 (98%), and in metals, except nickel (29% reduction from the influent values). The recommended treatment combination is suitable for effective leachate management at the landfill. The cost of constructing and operating the recommended treatment combination at the facility, for 5 years, would be NGN6,009,750.00 ($38,036.39). The performance should be monitored on site prior to full adoption if effluent characteristics remain consistently low over dry and wet seasons.
机译:使用人工湿地,滴滤器,明矾絮凝和凝结以及顺序批处理反应器以各种组合方式研究了垃圾渗滤液中污染物的去除方法。研究了13种联合操作,涉及串联的4种单元处理方法中的3种。进行该研究的原因是,尽管单位运营虽然实现了污染物浓度的降低,但其污水排放值却超过了国家法规的指导值。在大多数处理过程中,废水中的悬浮固体是允许的,而渗滤液的5天生化需氧量(BOD_5),化学需氧量(COD)和氨(NH_3)的降低幅度为80%至97%;分别为86%至97%和92%至98%。然而,硝酸盐(85%)和治疗中的溶解氧(218%)显着增加。此外,推荐的处理顺序的特征包括人工湿地,明矾和滴滤滤池产生的废水,其颜色减少了(97%),碱度(97%),BOD(97%),COD(97%)和NH_3( 98%),以及金属(镍除外)(比进水值减少29%)。推荐的处理组合适用于垃圾填埋场的有效渗滤液管理。在该设施上建造和运行推荐的治疗组合的成本(为期5年)为NGN6,009,750.00(38,036.39美元)。如果在干燥和潮湿季节出水特性始终保持较低水平,则应在全面采用之前对现场性能进行监控。

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