周耀辉,王劲松,张永亮,李仕友.填充率对组合式A2/O工艺处理某污染河水效果的影响[J].南华大学学报(自然科学版),2009,23(3):72~75.[ZHOU Yao-hui,WANG Jin-song,ZHANG Yong-liang,LI Shi-you.Effect of Filling Rate on Treatment of Polluted River Water by the Combined A2/O Process[J].Journal of University of South China(Science and Technology),2009,23(3):72~75.] |
填充率对组合式A2/O工艺处理某污染河水效果的影响 |
Effect of Filling Rate on Treatment of Polluted River Water by the Combined A2/O Process |
投稿时间:2009-03-22 |
DOI: |
中文关键词: 填充率 A2/O工艺 污染河水 |
英文关键词:filling rate A2/O process polluted river |
基金项目:衡阳市科技局资金资助项目(2007KG034);湖南省教育厅资金资助项目(08C749) |
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中文摘要: |
考察了不同填料填充率下,组合式A2/O对某污染河水的净化效果.结果表明,好氧区填充率为20%和60%时,在进水水质COD:51.00~67.33 mg/L,NH+4-N:6.51~9.89 mg/L,TN:9.39~14.09 mg/L,TP:0.79~1.30 mg/L情况下,好氧区填料填充率60%的装置的去除效果好于填料填充率20%.考虑该工艺对污水较好的净化效果,该工艺适宜好氧区填料填充率为60%,此时主要污染指标平均去除率分别为COD:56.23%,NH+4-N:54.57%,TN:35.73%,TP:27.04%. |
英文摘要: |
Purifying effect of the modular A2/O on the polluted river water at the different filler filling rates is investigated.The results show that while aerobic zone filling rate are 20% and 60%,the removal effect of the device with aerobic zone filling rate 60% is better than the device with aerobic zone filling rate 20% in the conditions such as COD:51.00~67.33 mg/L,NH+4-N:6.51~9.89 mg/L,TN:9.39~14.09 mg/L,TP:0.79~1.30 mg/L.This process is suitable for the aerobic zone filling rate 60% while the effect of this process on the polluted water is considered.And the average removal rates of the major pollution are COD:56.23%,NH+4-N:54.57%,TN:35.73%,TP:27.04%,respectively at this time. |
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