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Landfill leachate treatment by MBR: Performance and molecular weight distribution of organic contaminant

机译:MBR处理垃圾渗滤液:有机污染物的性能和分子量分布

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A membrane bioreactor (MBR) with an air-lift bioreactor and gravity flow is applied to treating landfill leachate. More than 99% of BOD_5 (biochemical oxygen demand for five days) removal efficiency is achieved with less than 35 mg/L of BOD_5 in the effluent at less than 1.71 kg BOD_5/m~3·d of BOD_5 loading rate. When DO (dissolved oxygen) is maintained at the range of 2.3-2.8 mg/L and the loading rate of NH_4~+ -N (ammonium nitrogen) is kept at 0.16-0.24 kg NH_4~+ -N/m~3·d, the NH_4~+ -N in the effluent is less than 15 mg/L. However, compared with high removal rates of BOD_5 and NH_4~+ -N, the removal efficiency of soluble chemical oxygen demand (SCOD) varies between 70% and 96%. The investigation of molecular weight (MW) distribution has been carried out by the gel permeation chromatography (GPC) so as to understand the fate of organic matters in the MBR treating of landfill leachate. Results indicate that organic matters of the landfill leachate are composed of a high MW fraction (MW of the peak, MWp = 11480-13182 Da) and a low MW fraction (MWp = 158-275 Da). The high MW fraction is not biodegradable, but can be decreased with microfiltration membrane. The most of the low MW fraction is biodegradable, but the residue of the low MW fraction is able to permeate through the membrane, thus resulting in high SCOD in the effluent of the MBR.
机译:具有气举式生物反应器和重力流的膜生物反应器(MBR)用于处理垃圾渗滤液。 BOD_5(生化需氧量为五天)的去除效率超过99%,而废水中BOD_5的含量低于35 mg / L且BOD_5的装载量小于1.71 kg BOD_5 / m〜3·d。当溶解氧(DO)保持在2.3-2.8 mg / L的范围内时,NH_4〜+ -N(铵态氮)的负载率保持在0.16-0.24 kg NH_4〜+ -N / m〜3·d ,废水中的NH_4〜+ -N小于15 mg / L。然而,与BOD_5和NH_4〜+ -N的高去除率相比,可溶性化学需氧量(SCOD)的去除效率在70%至96%之间变化。分子量(MW)分布的研究已通过凝胶渗透色谱法(GPC)进行,以了解MBR处理垃圾渗滤液中有机物的结局。结果表明,垃圾渗滤液的有机物由高分子量分数(峰的MW,MWp = 11480-13182 Da)和低分子量分数(MWp = 158-275 Da)组成。高分子量分数不可生物降解,但可通过微滤膜降低。低分子量级分的大部分是可生物降解的,但低分子量级分的残留物能够渗透通过膜,因此导致MBR废水中的高SCOD。

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