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首页> 外文期刊>Nature environment and pollution technology >Start-up Performance of Hybrid Up-flow Anaerobic Sludge Blanket Reactor Treating Pulp and Paper Mill Effluent
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Start-up Performance of Hybrid Up-flow Anaerobic Sludge Blanket Reactor Treating Pulp and Paper Mill Effluent

机译:混合上流式厌氧污泥床反应器处理纸浆和造纸厂废水的启动性能

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A study was performed on hybrid up-flow anaerobic sludge blanket reactor to identifythe start-up time and optimum HRT required for treatment of pulp and paper millwastewater. Initially, the reactor was loaded at an OLR of 0.117 kg COD/m 3 .hr andHRT of 24h. Loading rates were increased by reducing HRT 24, 20, 16, 14, 12, 10, 8,6h, which corresponds to the OLR of 0.117, 0.141, 0.175, 0.201, 0.233, 0.294, 0.348,0.458 kg COD/m 3 .h. An optimum HRT of 8 h, HUASB reactor shows COD and TSSremoval efficiency of 80% and 85% respectively. When HRT was reduced beyond 8h,lower COD removal efficiency of 71% and TSS removal efficiency of 70% were observed.Finally, the reactor took 120 days for complete start-up. The granule formation wasobserved inside the reactor by drawing the sample along the port, which shows sizesof 1-2 mm.
机译:对混合上流厌氧污泥毯式反应器进行了研究,以确定处理纸浆和造纸厂废水所需的启动时间和最佳HRT。最初,以0.117kg COD / m 3 .hr的OLR和24h的HRT加载反应器。通过降低HRT 24、20、16、14、12、10、8,6h可以提高装载率,其对应的OLR为0.117、0.141、0.175、0.201、0.233、0.294、0.348、0.458 kg COD / m 3。 H。 HUASB反应器的最佳HRT为8 h,其COD和TSS去除效率分别为80%和85%。当HRT降低超过8h时,观察到较低的COD去除效率为71%,TSS去除效率为70%。最后,反应器需要120天才能完全启动。通过沿端口抽吸样品观察反应器内部的颗粒形成,其显示出1-2mm的尺寸。

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