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缺氧-好氧-沉淀-厌氧污泥减量工艺的碳平衡分析及机理研究

[Analysis of carbon balance and study on mechanism in anoxic-oxic-settling-anaerobic sludge reduction process].

作者信息

Zhai Xiao-Min, Gao Xu, Zhang Man-Man, Jia Li, Guo Jin-Song

机构信息

Key Laboratory of the Three Gorges Reservoir Region's Eco-Environemt, Ministry of Education, Faculty of Urban Construction and Environmental Engineering, Chongqing University, Chongqing 400045, China.

出版信息

Huan Jing Ke Xue. 2012 Jul;33(7):2444-50.

Abstract

In order to deeply explore the mechanism of sludge reduction in OSA system, carbon balance was performed in an anoxic-oxic-settling-anaerobic (A + OSA) system and a reference AO system to investigate effects of inserting a sludge holding tank in sludge cycle line on the sludge reduction process. Meanwhile, carbon mass change in each reaction unit was identified in terms of solid, liquid and gas phases. The causes of excess sludge reduction in A + OSA system were deduced. The carbon balance results show that when the hydraulic retention time in the sludge holding tank is 7.14 h, carbon percent in solid phase of the sludge reduction system is nearly 50% higher than that of the reference system, supporting the consequence that sludge reduction rate of 49.98% had been achieved. The insertion of a sludge holding tank in the sludge return circuit can be effective in sludge reduction. Carbon changes in each unit reveal that the amount of carbon consumed for biosynthesis in the anoxic and oxic tanks (main reaction zone) of the sludge reduction system is higher than in that of the reference system. Sludge decay is observed in the sludge holding tank. Furthermore, CH4 released from the sludge holding tank is significantly higher than that from the main reaction zone. The DGGE profiles show that there are hydrolytic-fermentative bacteria in the sludge holding tank related to sludge decay. The excess sludge reduction in the A + OSA system could be a result of the combination of sludge decay in the sludge holding tank and sludge compensatory growth in the main reaction cell.

摘要

为深入探究OSA系统中污泥减量的机制,在缺氧-好氧-沉淀-厌氧(A + OSA)系统和参考AO系统中进行了碳平衡分析,以研究在污泥循环线路中插入污泥储存池对污泥减量过程的影响。同时,从固相、液相和气相方面确定了各反应单元中的碳质量变化。推导了A + OSA系统中剩余污泥减量的原因。碳平衡结果表明,当污泥储存池中的水力停留时间为7.14 h时,污泥减量系统固相中的碳含量比参考系统高出近50%,这支持了实现49.98%污泥减量率的结果。在污泥回流回路中插入污泥储存池可有效实现污泥减量。各单元的碳变化表明,污泥减量系统的缺氧和好氧池(主要反应区)中用于生物合成消耗的碳量高于参考系统。在污泥储存池中观察到污泥衰减。此外,污泥储存池释放的CH4明显高于主要反应区。DGGE图谱显示,污泥储存池中存在与污泥衰减相关的水解发酵细菌。A + OSA系统中剩余污泥的减少可能是污泥储存池中污泥衰减与主要反应池中污泥补偿性生长共同作用的结果。

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