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Removal of recalcitrant organic compounds from stabilized landfill leachate usinga combination of ammonium stripping and GAC adsorption

机译:结合氨汽提和GAC吸附去除稳定的垃圾渗滤液中难降解的有机物

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Laboratory-scale experiments were conduced to study the combination performance of ammoniumstriping and granular activated carbon (GAC) adsorption for the treatment of landfill leachate. The effectsof Ph, temperature and air flow rate on the removal of NH3-N and COD were firstly investigated duringammonium stripping treatment alone. To improve the removal of recalcitrant organic compounds fromleachate, subsequent treatment was carried out using GAC adsorption with the surface of the adsorbentchemically oxidized by ozone. The removal of COD and/or NH3-N after ammonium stripping aloneand/or its combination with GAC adsorption treatment was evaluated and compared. The results werealso compared to those of other individual and/or combined treatments from other studies. Of the twodifferent treatments investigated, the combination of ammonium stripping and GAC adsorption usingozone-modified GAC demonstrated almost complete removal of COD (99.6%) and NH3-N (99.9%) withan initial COD concentration of 30,010 mg/L and NH3-N concentration of 2,546 mg/L, compared toammonium stripping alone (COD: 16%; NH3-N: 97%) at the same initial concentrations with thefollowing conditions: Ph 11, 60 Ml/min of flow rate and 28°C of temperature. With the COD level oftreated effluent at less than 200 mg/L, the results indicate that the combination of ammonium strippingand GAC adsorption was more effective than ammonium stripping alone for the removal of recalcitrantcompounds from stabilized leachate. Moreover, the application of the integrated process for leachatetreatment was able to meet the stringent NH3-N discharge standard of less than 5 mg/L, indicating that nofurther treatments would be required to comply with local environmental legislation.
机译:进行了实验室规模的实验以研究铵的结合性能 剥离和粒状活性炭(GAC)吸附处理垃圾渗滤液。效果 首先研究了pH,温度和空气流速对NH3-N和COD去除的影响 单独进行氨气剥离处理。改善去除顽固性有机化合物的方法 渗滤液,随后使用GAC吸附剂对吸附剂表面进行后续处理 被臭氧化学氧化。单独汽提铵后去除COD和/或NH3-N 和/或将其与GAC吸附处理的组合进行了评估和比较。结果是 也与其他研究的其他个体治疗和/或联合治疗的结果进行了比较。在两个之中 研究了不同的处理方法,结合使用了氨气汽提法和GAC吸附法 臭氧改性的GAC几乎可以完全去除COD(99.6%)和NH3-N(99.9%) 相比之下,初始COD浓度为30,010 mg / L,NH3-N浓度为2,546 mg / L 在相同的初始浓度下单独进行铵汽提(COD:16%; NH3-N:97%) 满足以下条件:Ph 11,流速60 Ml / min,温度28°C。随着化学需氧量水平 处理的废水少于200 mg / L,结果表明结合了氨气汽提 和GAC吸附比单独的氨解吸更有效地去除顽固剂 稳定渗滤液中的化合物。而且,渗滤液综合工艺的应用 处理能够满足低于5 mg / L的严格NH3-N排放标准,表明没有 为了符合当地的环境法规,将需要采取进一步的处理措施。

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