厌氧折流板生物反应器耦合微滤系统对湿式咖啡加工废水的处理

Veymar G. Tacias-Pascacio, Abumalé Cruz-Salomón, J. H. Castañón-González, B. Torrestiana-Sánchez
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引用次数: 7

摘要

背景:湿法咖啡加工包括去除咖啡樱桃的果肉和粘液。该工艺产生大量酸性废水,由于其高含量的难降解有机物,对环境具有很强的侵蚀性。因此,在排放到水体之前,必须进行处理。因此,本研究旨在评估厌氧折流板生物反应器(ABR)与微滤膜(MF)系统耦合处理湿式咖啡加工废水(CPWW)的有机物去除效率。两个系统(S1和S2)分别在水力滞留时间(HRT)为59 h和83 h时进行评估。两种系统均在中温条件下,在50 kPa的跨膜压力下运行1800 h。与S1相比,S2的有机物去除率更高,浊度去除率为98.7%,化学需氧量(COD)去除率为81%,总固体(TS)去除率为72.6%,总悬浮固体(TSS)去除率为100%,总溶解固体(TDS)去除率为61%。S2代表了一种新的环保替代方法来处理CPWW并减少其污染影响。
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Wastewater Treatment of Wet Coffee Processing in an Anaerobic Baffled Bioreactor Coupled to Microfiltration System
Background: Wet coffee processing consists of the removal of the pulp and mucilage of the coffee cherry. This process generates a large amount of acidic wastewater which is very aggressive to the environment because of its high content of recalcitrant organic matter. Therefore, treatment is necessary before discharge to water bodies. Because of this reason, this study aimed to evaluate the organic matter removal efficiency in an Anaerobic Baffled Bioreactor (ABR) coupled to a Microfiltration Membrane (MF) system as a new eco-friendly option in the treatment of wet Coffee Processing Wastewater (CPWW). Two systems (S1 and S2) were evaluated at Hydraulic Retention Times (HRT) of 59 h and 83 h, respectively. Both systems were operated at mesophilic conditions, at a Transmembrane Pressure (TMP) of 50 kPa during 1800 h. The S2 generated higher organic matter removal efficiency, reaching removal values of turbidity of 98.7%, Chemical Oxygen Demand (COD) of 81%, Total Solids (TS) of 72.6%, Total Suspended Solids (TSS) of 100%, and Total Dissolved Solids (TDS) of 61%, compared with the S1. The S2 represents a new eco-friendly alternative to treat CPWW and reduce its pollutant effect.
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