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Continuous reactor with anaerobic micro-organism to disintegrate excess sludge

机译:与厌氧微生物的连续反应器崩解过量的污泥

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Secondary pollution caused by excess sludge generated by sewage treatment continues to elicit an increasing amount of concern. To reduce the discharge of excess sludge in the process of sewage treatment, a continuous reactor with anaerobic micro-organism was designed and utilized to disintegrate excess sludge. After disintegrating for 360 h in this reactor, the volume of which was 4 L, the disintegration efficiency of excess sludge reached 50%. When the hydraulic retention time was 3 d, the concentrations of COD, NH4+-N, TP, protein, and polysaccharide increased from 72 mg L-1, 0.04 mg L-1, 0.005 mg L-1, 42.94 mg L-1 and 22.69 mu g L-1 (0 h) to 3103 mg L-1, 3.11 mg L-1, 3.88 mg L-1, 37.32 mg L-1, and 83.78 mu g L-1 (360 h), respectively. When the hydraulic retention time was 4 d, the concentrations of COD, NH4+-N, TP, protein, and polysaccharide were all higher than that when the hydraulic retention time was 3 d. All these indexes rose with the anaerobic time, and rose with the increase in hydraulic retention time. Results showed that the continuous reactor with anaerobic micro-organism has a good effect on excess sludge disintegration.
机译:由污水处理产生的过量污泥引起的二次污染仍然引出了越来越多的关注。为了减少污水处理过程中过量污泥的放电,设计了一种与厌氧微生物的连续反应器设计并用于崩解过量的污泥。在该反应器中崩解360小时后,其体积为4升,过量污泥的崩解效率达到50%。当液压保留时间为3 d时,COD,NH 4 + -N,TP,蛋白质和多糖的浓度从72mg L-1,0.04mg L-1,0.005mg L-1,42.94mg L-1和22.69μg1-1(0h)至3103mg L-1,3.11mg L-1,31.88mg L-1,37.32mg L-1和83.78μgl-1(360h)。当液压保留时间为4d时,COD,NH 4 + -N,TP,蛋白质和多糖的浓度均高于液压保留时间为3天。所有这些指数都随着厌氧时间升起,随着液压保留时间的增加而上升。结果表明,厌氧微生物的连续反应器对过量的污泥崩解具有良好的效果。

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