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Kinetic study of the anaerobic digestion of the solid fraction of piggery slurries

机译:猪粪浆固体成分厌氧消化的动力学研究

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This work deals with the determination of a kinetic model in an anaerobic digestion process. It is applied to the organic stabilization of the solid fraction of piggery slurry. The substratum results after filtering the farm wastewaters through a 1 m mesh hydraulic sieve. Two pilot scale reactors were used, one digester was working in layered way --without agitation--and other was mixed with a stirrer. The experiments were carried out in a discontinuous process, 60 days hydraulic retention time, in the mesophilic interval (35 deg C). Average influent concentration was 68 and 97 g 1~-1 COD respectively for the non-stirred and stirred reactor, whereas the achieved reduction was 61 and 65. Organic loading rates were 0.80 and 1.45 K VS m~-3 d~-1. Specific biogas output was more efficient in the stirred reactor than in the stratified one. Several kinetic models were tried out in order to represent the methane production. A first order kinetic model applied in two stages was finally adapted for both reactors. The first stage presented the microbial growing as the limiting step, whereas the second stage was limited by the substratum availability. The effect of mixing on the kinetic parameters was analyzed. Significant differences were attained in the coefficients, thus K WAS 0.048 AND 0.75 D~-1 respectively for the non-stirred and stirred reactor.
机译:这项工作涉及在厌氧消化过程中动力学模型的确定。它用于猪粪浆中固体部分的有机稳定化。在通过1 m目液压筛过滤农场废水后产生了基质。使用了两个中试规模的反应器,一个蒸煮器以分层方式运行-无搅拌-另一个蒸煮器与搅拌器混合。实验是在不连续的过程中进行的,在中温间隔(35摄氏度)下,水力保留时间为60天。非搅拌和搅拌反应器的平均进水浓度分别为68和97 g 1〜-1 COD,而减少后的进水浓度分别为61和65。有机负载量为0.80和1.45 K VS m〜-3 d〜-1。在搅拌反应器中比在分层反应器中特定的沼气输出效率更高。为了代表甲烷产量,尝试了几种动力学模型。最终将两个阶段应用的一阶动力学模型适用于两个反应器。第一阶段将微生物生长作为限制步骤,而第二阶段则受到基质可用性的限制。分析了混合对动力学参数的影响。在系数上获得了显着的差异,因此对于非搅拌和搅拌反应器,K WAS分别为0.048和0.75 D〜-1。

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