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对城市污水处理厂中农业工业固体废物共消化产生的 reject 水进行评估。 (注:这里“reject waters”可能是指“剩余污泥脱水滤液等特定的废水,暂直译为‘reject 水’,具体准确含义需结合更多背景确定 )

Evaluation of the reject waters from co-digestion of solid wastes from agro-industries in a municipal WWTP.

作者信息

Nowak O, Melcher R, Enderle P

机构信息

Institute for Urban Water Management, Dresden University of Technology, 01062 Dresden, Germany.

出版信息

Water Sci Technol. 2007;55(10):37-44. doi: 10.2166/wst.2007.304.

Abstract

Overcapacities of anaerobic digesters at municipal WWTPs are frequently used for the treatment of organic wastes in order to increase the biogas production. However, "co-digestion" of organic wastes leads to additional nitrogen loading and to additional loads of non-biodegradable COD. The effects of (co-) digestion of organic wastes from agro-industries (slaughterhouses, dairies and leather industry) on the wastewater cycle have been evaluated in full-scale investigations at Leoben WWTP with a capacity of 90,000 pe where the methane production was increased from 700 to more than 1700 Nm3 CH4 per day. For this evaluation, mass balances for COD and nitrogen have been applied to estimate the fluxes of these substances. Application of this method is described in detail. As the additional loadings, it was found that related to methane production less nitrogen is released from the organic wastes than from the waste sludge. While the ammonia nitrogen load in the effluent from sludge digestion was about 100 g NH4-N per Nm3 of CH4 produced, in the effluent from the digestion of organic wastes only 70 g NH4-N/Nm3 CH4 were found. The decrease in the COD removal efficiency after digestion of the organic wastes started was not regarded as significant enough to be seen as a consequence of the treatment of external substrate.

摘要

城市污水处理厂厌氧消化池的过剩产能经常被用于处理有机废物,以提高沼气产量。然而,有机废物的“共消化”会导致额外的氮负荷以及不可生物降解化学需氧量的额外负荷。在莱奥本污水处理厂(处理能力为9万人口当量)进行的全规模调查中,评估了来自农工业(屠宰场、乳制品厂和皮革工业)的有机废物(共)消化对废水循环的影响,该厂的甲烷产量从每天700立方米增加到超过1700立方米标准立方米甲烷。为了进行此评估,已应用化学需氧量和氮的质量平衡来估算这些物质的通量。详细描述了该方法的应用。作为额外负荷,发现与甲烷产量相关的是,有机废物释放的氮比废污泥释放的氮少。污泥消化产生的每立方米甲烷的出水氨氮负荷约为100克铵氮,而有机废物消化产生的出水中每立方米甲烷仅发现70克铵氮。有机废物消化开始后化学需氧量去除效率的降低未被视为显著到足以被视为处理外部底物的结果。

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