Evaluation of the Efficiency of Reverse Osmosis in the Treatment of Sanitary Landfill Leachate in the Metropolitan Region of the Rio de Janeiro

Ricardo Soares, Agatha Cristinne Prudêncio Soares, Beatriz César Maestá, M. Lippi, Carlos Eduardo Soares Canejo Pinheiro da Cunha
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引用次数: 2

Abstract

The decomposition of the organic matter in municipal waste from landfills results in a highly polluted and toxic effluent, named sanitary landfill leachate. Due to the potential contamination for soil, groundwater and surface water bodies, the treatment of sanitary landfill leachate is essential to avoid environmental and public health damage. This study aims to evaluate the technical and environmental efficiency of reverse osmosis technology for the treatment of leachate in landfill from the Metropolitan Region of the Rio de Janeiro, Brazil. It was observed that the raw leachate from this landfill has highly polluting, and has chemical and physicochemical characteristics typical of mature landfills, with operation older than 5 years: pH = 7.85; ammonia nitrogen concentrations of 2,473.00 mg L -1 ; BOD 2,545.84 mg L -1 and COD 4,881.81 mg L -1 , respectively. Except for only one sampling, with phenol parameter, reverse osmosis was technically and environmentally efficient in mitigating pollutants present in the raw sanitary landfill leachate with excellent removal rates: E N (%) > 99%; E BOD (%) > 98%, and E COD (%) > 99%. After reverse osmosis treatment, the treated leachate was respecting Brazilian legislation and could be released into the local stream. During reverse osmosis treatment of 120 m 3 day -1 of leachate, prevented 107.84 kg year -1 of N from being released into nature; 110.95 kg year -1 of BOD, and 211.70 kg year -1 of COD, avoiding eutrophication from nearby rivers that inevitably flow into Guanabara Bay. It becomes a promising technology to face the impacts that pressure the Planetary Boundaries in the Anthropocene.
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反渗透处理巴西首都地区卫生垃圾渗滤液的效果评价
来自垃圾填埋场的城市垃圾中的有机物的分解产生高度污染和有毒的流出物,称为卫生垃圾填埋场渗滤液。由于对土壤、地下水和地表水的潜在污染,卫生填埋场渗滤液的处理对于避免环境和公共健康损害至关重要。本研究旨在评估反渗透技术处理巴西里约热内卢大都会区垃圾填埋场渗滤液的技术和环境效率。结果表明:该填埋场的原渗滤液具有高污染性,具有运行5年以上的成熟填埋场的化学和物理化学特征:pH = 7.85;氨氮浓度2,473.00 mg L -1;BOD分别为2,545.84 mg L -1和4,881.81 mg L -1。除一次采样外,在苯酚参数下,反渗透在技术上和环境上都是有效的,可以减轻卫生垃圾渗滤液中存在的污染物,去除率优异:E N (%) > 99%;E COD (%) > 98%, E COD(%) > 99%。经反渗透处理后的渗滤液符合巴西法律,可排入当地河流。反渗透处理渗滤液120 m 3 d -1时,防止107.84 kg N -1向自然释放;BOD为110.95 kg /年,COD为211.70 kg /年,避免了附近河流不可避免地流入瓜纳巴拉湾的富营养化。它成为一项有前途的技术,以面对人类世对地球边界的压力。
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