首页> 外文期刊>Desalination: The International Journal on the Science and Technology of Desalting and Water Purification >Effect of enzymatic pretreatment and increasing the organic loading rate of lipid-rich wastewater treated in a hybrid UASB reactor
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Effect of enzymatic pretreatment and increasing the organic loading rate of lipid-rich wastewater treated in a hybrid UASB reactor

机译:酶预处理对混合UASB反应器中富脂质废水处理有机负荷率的影响

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摘要

This study aimed at evaluating the effect of increasing organic loading rates and of enzyme pretreatment on the stability and efficiency of a hybrid upflow anaerobic sludge blanket reactor (UASBh) treating dairy effluent. The UASBh was submitted to the following average organic loading rates (OLR) 0.98 Kg.m~(-3).d~(-1), 4.58Kg.m~(-3).d~(-1), 8.89Kg.m~(-3).d~(-1) and 15.73 Kg.m~(-3).d~(-1), and with the higher value, the reactor was fed with effluent with and without an enzymatic pretreatment to hydrolyze fats. The hydraulic detention time was 24 h, and the temperature was 30 ± 2 °C. The reactor was equipped with a superior foam bed and showed good efficiency and stability until an OLR of 8.89 Kg.m~(-3).d~(-1). The foam bed was efficient for solid retention and residual volatile acid concentration consumption. The enzymatic pretreatment did not contribute to the process stability, propitiating loss in both biomass and system efficiency. Specific methanogenic activity tests indicated the presence of inhibition after the sludge had been submitted to the pretreated effluent. It was concluded that continuous exposure to the hydrolysis products or to the enzyme caused a dramatic drop in the efficiency and stability of the process, and the single exposure of the biomass to this condition did not inhibit methane formation.
机译:这项研究旨在评估增加有机负荷率和酶预处理对混合上流厌氧污泥毯式反应器(UASBh)处理乳制品废水的稳定性和效率的影响。 UASBh接受以下平均有机负荷率(OLR)0.98 Kg.m〜(-3).d〜(-1),4.58Kg.m〜(-3).d〜(-1),8.89Kg .m〜(-3).d〜(-1)和15.73 Kg.m〜(-3).d〜(-1),且值较高时,向反应器中进料经过和不经过酶促预处理水解脂肪。水力滞留时间为24 h,温度为30±2°C。该反应器配备有优异的泡沫床,并显示出良好的效率和稳定性,直到OLR为8.89 Kg.m〜(-3).d〜(-1)。该泡沫床对于固体保留和残余挥发性酸浓度消耗是有效的。酶促预处理无助于工艺稳定性,从而增加了生物质和系统效率的损失。特定的产甲烷活性测试表明,污泥进入预处理后的废水中存在抑制作用。结论是,连续暴露于水解产物或酶会导致该过程的效率和稳定性急剧下降,并且将生物质单次暴露于该条件下不会抑制甲烷的形成。

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