Suppr超能文献

通过电凝聚对城市污水处理过程中产生的污泥进行厌氧稳定化处理。

Anaerobic stabilisation of sludge produced during municipal wastewater treatment by electrocoagulation.

作者信息

Hutnan M, Drtil M, Kalina A

机构信息

Department of Environmental Engineering, Faculty of Chemical and Food Technology, Slovak University of Technology, Radlinskeho 9, 812 37 Bratislava, Slovak Republic.

出版信息

J Hazard Mater. 2006 Apr 17;131(1-3):163-9. doi: 10.1016/j.jhazmat.2005.09.032. Epub 2005 Nov 16.

Abstract

Anaerobic digestion of sludge from small electrocoagulation wastewater treatment plant (SEWWTP) is described. The sludge for digestion (SEWWTP sludge) was taken from pilot-scale SEWWTP with the capacity of about 200-population equivalent (25 m3 of municipal wastewater per day). Due to the technology of wastewater treatment, the characteristics of SEWWTP sludge was different from sludge produced in conventional mechanical-biological wastewater treatment plant. Therefore, experiments were focused on possibilities of anaerobic sludge digestion and determination of conditions and parameters (amount and quality of the sludge, biogas production, etc.). Average COD removal efficiency in the pilot-scale SEWWTP exceeded 80%. Organic content of excess sludge (volatile suspended solids (VSS)) was in the range of 52.1-59.2% (these values are much lower compared to VSS content in raw sludge from conventional municipal wastewater treatment plant, where VSS is about 75%). Biogas production from anaerobic digestion of SEWWTP sludge was approximately three times lower compared to standard production in conventional municipal wastewater treatment plant. Low pH (6.5-6.7), high concentration of iron (up to 1400 mg/L) and aluminium (up to 1300 mg/L) and very low (almost zero) concentration of dissolved phosphorus in sludge water were the main factors limiting the rate of anaerobic processes. Based on these results, anaerobic digestion of SEWWTP sludge was not recommended as an appropriate stabilisation method.

摘要

本文描述了小型电凝聚废水处理厂(SEWWTP)污泥的厌氧消化过程。用于消化的污泥(SEWWTP污泥)取自中试规模的SEWWTP,其处理能力约为200人口当量(每天处理25立方米城市废水)。由于废水处理技术的原因,SEWWTP污泥的特性与传统机械生物废水处理厂产生的污泥不同。因此,实验重点关注厌氧污泥消化的可能性以及条件和参数的确定(污泥的数量和质量、沼气产量等)。中试规模的SEWWTP中,平均化学需氧量(COD)去除效率超过80%。剩余污泥的有机物含量(挥发性悬浮固体(VSS))在52.1 - 59.2%范围内(与传统城市污水处理厂原污泥中的VSS含量相比,这些值要低得多,传统城市污水处理厂原污泥中的VSS约为75%)。与传统城市污水处理厂的标准产量相比,SEWWTP污泥厌氧消化产生的沼气产量大约低三倍。低pH值(6.5 - 6.7)、高浓度的铁(高达1400毫克/升)和铝(高达1300毫克/升)以及污泥水中极低(几乎为零)的溶解磷浓度是限制厌氧过程速率的主要因素。基于这些结果,不建议将SEWWTP污泥的厌氧消化作为一种合适的稳定化方法。

文献AI研究员

20分钟写一篇综述,助力文献阅读效率提升50倍。

立即体验

用中文搜PubMed

大模型驱动的PubMed中文搜索引擎

马上搜索

文档翻译

学术文献翻译模型,支持多种主流文档格式。

立即体验