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外部硝化生物脱氮活性污泥(ENBNRAS)系统的实验研究

Experimental investigation of the external nitrification biological nutrient removal activated sludge (ENBNRAS) system.

作者信息

Hu Zhi-Rong, Sötemann S, Moodley R, Wentzel M C, Ekama G A

机构信息

Water Research Group, Department of Civil Engineering, University of Cape Town, Rondebosch Cape, South Africa.

出版信息

Biotechnol Bioeng. 2003 Aug 5;83(3):260-73. doi: 10.1002/bit.10664.

Abstract

A systematic lab-scale experimental investigation is reported for the external nitrification (EN) biological nutrient removal (BNR) activated sludge (ENBNRAS) system, which is a combined fixed and suspended medium system. The ENBNRAS system was proposed to intensify the treatment capacity of BNR-activated sludge (BNRAS) systems by addressing two difficulties often encountered in practice: (a) the long sludge age for nitrification requirement; and (b) sludge bulking. In the ENBNRAS system, nitrification is transferred from the aerobic reactor in the suspended medium activated sludge system to a fixed medium nitrification system. Thus, the sludge age of the suspended medium activated sludge system can be reduced from 20 to 25 days to 8 to 10 days, resulting in a decrease in reactor volume per ML wastewater treated of about 30%. Furthermore, the aerobic mass fraction can also be reduced from 50% to 60% to <30% and concommitantly the anoxic mass fraction can be increased from 25% to 35% to >55% (if the anaerobic mass fraction is 15%), and thus complete denitrification in the anoxic reactors becomes possible. Research indicates that both the short sludge age and complete denitrification could ameliorate anoxic aerobic (AA) or low food/microorganism (F/M) ratio filamentous bulking, and hence reduce the surface area of secondary settling tanks or increase the treatment capacity of existing systems. The lab-scale experimental investigations indicate that the ENBNRAS system can obtain: (i) very good chemical oxygen demand (COD) removal, even with an aerobic mass fraction as low as 20%; (ii) high nitrogen removal, even for a wastewater with a high total kjeldahl nitrogen (TKN)/COD ratio, up to 0.14; (iii) adequate settling sludge (diluted sludge volume index [DSVI] <100 mL/g); and (iv) a significant reduction in oxygen demand.

摘要

本文报道了一项针对外置硝化(EN)生物营养物去除(BNR)活性污泥(ENBNRAS)系统的实验室规模系统实验研究,该系统是一种固定介质与悬浮介质相结合的系统。提出ENBNRAS系统是为了通过解决实际中经常遇到的两个难题来增强BNR活性污泥(BNRAS)系统的处理能力:(a)硝化所需的长污泥龄;(b)污泥膨胀。在ENBNRAS系统中,硝化过程从悬浮介质活性污泥系统中的好氧反应器转移至固定介质硝化系统。因此,悬浮介质活性污泥系统的污泥龄可从20至25天降至8至10天,从而使每处理单位体积废水的反应器体积减少约30%。此外,好氧质量分数也可从50%至60%降至<30%,同时缺氧质量分数可从25%至35%增至>55%(若厌氧质量分数为15%),这样在缺氧反应器中实现完全反硝化就成为可能。研究表明,短污泥龄和完全反硝化均可改善缺氧好氧(AA)或低食物/微生物(F/M)比丝状菌膨胀,进而减小二次沉淀池的表面积或提高现有系统的处理能力。实验室规模的实验研究表明,ENBNRAS系统能够实现:(i)即使好氧质量分数低至20%时,也能实现很好的化学需氧量(COD)去除;(ii)即使对于总凯氏氮(TKN)/COD比高达0.14的废水,也能实现高氮去除;(iii)污泥沉降性能良好(稀释污泥体积指数[DSVI]<100 mL/g);(iv)显著降低需氧量。

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