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城市污水处理厂预热处理混合污泥的高温厌氧消化特性研究 被引量:12

Thermophilic anaerobic digestion of thermal pretreated WWTP sludge
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摘要 针对165℃、30min预处理后的混合污泥,进行高温厌氧消化的连续试验.研究了在不同的水力停留时间(HRT)下的产气量、有机物的分解率等指标,探讨了“热处理+高温消化”实用化的可行性.结果表明,总固体(TS)为70g·L^-1、预热处理后的混合污泥经高温厌氧消化,在HRT.为10、20、30d的条件下,产气率为2.82、1.70和1.19 L·L^-1·d^-1;降解单位COD的产气量为968、1053和1091 L·kg^-1;COD分解率为47%~52%;有机物分解率与HRT的关系符合一级反应动力学关系.COD物质平衡计算结果表明,基质中50%的固态有机物被分解转化,生物气中的甲烷含量可达59.1%.本研究中的厌氧消化反应可归纳为C8.38H19.7O7.59N+3.86H2O→4.38CH4+2.99CO2+NH4^+ +HCO3ˉ. Thermophilic anaerobic digestion of thermally pretreated municipal wastewater treatment plant (WWTP) sludge was investigated using completely stirred tank reactors (CSTRs) at 55℃. The concentrated sewage sludge was thermally pretreated at 165℃ for 30 minutes. This study investigated the effect of the hydraulic retention time (HRT) on the performance and stability of the thermophilie anaerobic process, such as biogas production rate, removal efficiency of organic matter, and COD mass balance. At HRTs of 10, 20 and 30 days, the biogas production rates were 2.82 , 1.70 and 1.19 L· L^-1. d^-1 and the biogas yields were 968,1053 and 1091 L·kg^-1, respectively. The removal efficiency of COD ranged from 47% to 52%. First-order reaction kinetics were suitable to describe the degradation rate of the organic matter in terms of TS, VS, COD, protein and carbohydrates. The result of a COD mass balance showed that over 50% of the influent organic matter was transformed to biogas with a methane content of 59.1%. The main reaction of the thermophilic anaerobic digestion in this study can be described by the following stoichiometric equation: C 8.38 H19.7 O7.59 N + 3.86H2O→4.38CH4 + 2.99CO2 + NH4^+ + HCO3ˉ.
出处 《环境科学学报》 CAS CSCD 北大核心 2007年第7期1174-1180,共7页 Acta Scientiae Circumstantiae
基金 JBIC贷款项目的资助.
关键词 厌氧消化 预热处理 混合污泥 高温 HRT anaerobic digestion thermal pretreatment sewage sludge thermophilic HRT
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  • 1APHA (American Public Health Association),American Water Works Association,Water Environmental Federation.1998.Standard Methods for the Examination of Water and Wastewater (20th Ed)[M].Washington,DC:American Public Health Association.
  • 2Bou kov A,Doh nyos M,Schmidt J E,et al.2005.Strategies for changing temperature from mesophilic to thermophilic conditions in anaerobic CSTR reactors treating sewage sludge[J].Water Research,39(8):1481-1488.
  • 3Deleds S,Geaugey V,Camacho P,et al.2002.Minimization of sludge production in biological processes:an alternative solution for the problem of sludge disposal[J].Water Science and Technology,46(10):63-70.
  • 4Eastman J A,Ferguson J F.1981.Solubilization of particulate organic carbon during the acid phase of anaerobic digestion[J].Journal of Water Pollution Control,53(2):352-366.
  • 5Hamed M El-Mashad,Grietje Zeeman,Wilko K P,et al.2004.Effect of temperature and temperature fluctuation on thermophilic anaerobic digestion of cattle manure[J].Bioresource Technology.95(2):191-201.
  • 6Han Y,Sung Shihwu,Richard R Dague.1997.Temperature-phased Anaerobic Digestion of Wastewater Sludges[J].Water Science and Technology,36(6-7):367-374.
  • 7Japan Sewage Works Association.1984.Methods for the examination of wastewater[M].Tokyo:Japan Sewage Works Association Press,104-105,110.
  • 8Kyung-Yub Hwang,Eung-Bai Shin,Hong-Bok Choi.1997.A Mechanical Pretreatment of Waste Activated Sludge for Improvement of Anaerobic digestion System[J].Water Science and Technology,36(12):111-116.
  • 9Li Y Y,Ko I B,Noike T,Funaishi K,et al.2005.Comparison of ammonia inhibition between the mesophilic and thermophilic anaerobic digestion of municipal solid wastes[A].The Proceedings of 10th World Congress on Anaerobic Digestion[C].507-514.
  • 10Li Y Y.Noike T.1987.Characteristics of the degradation of excess activated sludge in anaerobic acidogenic phase[J].Japan Journal of Water Pollution Research,10:729-740.

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