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评估厌氧共消化压榨污泥与污水和水生产生物氢气的最佳稀释比例。

Assessment of optimum dilution ratio for biohydrogen production by anaerobic co-digestion of press mud with sewage and water.

机构信息

Department of Civil Engineering, Pondicherry Engineering College, Puducherry, India.

出版信息

Bioresour Technol. 2011 Feb;102(3):2773-80. doi: 10.1016/j.biortech.2010.11.075. Epub 2010 Nov 26.

Abstract

Anaerobic co-digestion of press mud with water or sewage at ratios of 1:7.5, 1:10 and 1:12.5 were performed in continuously fed UASB reactors for hydrogen production. At a constant hydraulic retention time of 30 h, the specific hydrogen production rate was 187 mL/g volatile solids (VS) reduced during maximum biohydrogen production of 7960 mL/day at a 1:10 ratio of press mud to sewage. Chemical oxygen demand (COD) and VS reductions of 61% and 59% were noted on peak biohydrogen yield. A pH range of 5-6 was suitable at ambient temperature for entire process; a lower pH was inhibitory. Co-digestion of acidic press mud with sewage controlled pH for fermentation. Hence press mud can be exploited for biohydrogen production.

摘要

在连续进料 UASB 反应器中,以 1:7.5、1:10 和 1:12.5 的比例将压榨污泥与水或污水混合进行厌氧共消化,以生产氢气。在水力停留时间为 30 h 的恒定条件下,在 1:10 的压榨污泥与污水比例下,最大生物氢气产量为 7960 mL/天时,单位挥发性固体(VS)的特定产氢率为 187 mL/g。在生物氢气产量峰值时,化学需氧量(COD)和 VS 的去除率分别为 61%和 59%。在环境温度下,pH 值范围为 5-6 适合整个过程;较低的 pH 值具有抑制作用。用污水对酸性压榨污泥进行共消化可控制发酵过程中的 pH 值。因此,压榨污泥可用于生物制氢。

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