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Evaluation of coagulation (FeCl3) and anion exchange (MIEX) for stabilized landfill leachate treatment and high-pressure membrane pretreatment

机译:稳定化垃圾渗滤液处理和高压膜预处理的混凝(FeCl3)和阴离子交换(MIEX)评估

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Laboratory-scale experiments were conducted to assess the effectiveness of coagulation (ferric chloride -FeCl3) and magnetic ion exchange (MIEX) as a pretreatment option for treating stabilized landfill leachate using reverse osmosis (RO) and nanofiltration (NF) membranes. Leachate from three different landfills was collected and characterized as stabilized leachate with a ratio of biochemical oxygen demand to chemical oxygen demand in the range of 0.02-0.11. Batch jar-tests were conducted to determine the effectiveness of FeCl3 and MIEX. A maximum reduction of 71% and 34% dissolved organic carbon (DOC) and 94% and 48% UV-254 absorbing organic matter (OM) was observed using FeCl3 and MIEX, respectively. Effective doses of FeCl3 (22 mmol L~(-1)) and MIEX (5 mL L~(-1)) were selected for leachate pretreatment before membrane operation. Batch RO and NF membrane experiments were conducted with raw and pretreated leachates to study the change in permeate flux for each type of membrane and leachate. Even though the pretreated leachate contained over 45% less UV-254 absorbing OM than raw leachate, leachate pretreatment did not increase the permeate flux as compared to raw leachate during RO and NF membrane treatment. The potential cause of the decrease in permeate flux in pretreated leachate as compared to raw leachate was hypothesized as the change in characteristics of pretreated leachate and membrane surfaces caused by the continuous increase in pH of pretreated leachate.
机译:进行了实验室规模的实验,以评估混凝(氯化铁-FeCl3)和磁性离子交换(MIEX)作为使用反渗透(RO)和纳滤(NF)膜处理稳定的垃圾渗滤液的预处理方法的有效性。收集了来自三个不同垃圾填埋场的渗滤液,并将其表征为稳定的渗滤液,其生化需氧量与化学需氧量之比在0.02-0.11的范围内。进行批罐测试以确定FeCl3和MIEX的有效性。使用FeCl3和MIEX分别观察到最大减少71%和34%的溶解有机碳(DOC)和94%和48%的吸收UV-254的有机物(OM)。在膜操作之前,选择有效剂量的FeCl3(22 mmol L〜(-1))和MIEX(5 mL L〜(-1))进行渗滤液预处理。使用未处理的和预处理的渗滤液进行了批量RO和NF膜实验,以研究每种类型的膜和渗滤液的渗透通量的变化。尽管经过预处理的渗滤液与未渗滤液相比,其吸收UV-254的OM减少了超过45%,但是与RO和NF膜处理相比,渗滤液预处理与渗滤液相比并未增加渗透通量。据推测,与原渗滤液相比,渗滤液通量减少的潜在原因是由于渗滤液pH值的持续升高导致了渗滤液和膜表面特性的变化。

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