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实际规模废水过滤中的反硝化速率与碳源消耗

Denitrification rate and carbon source consumption in full-scale wastewater filtration.

作者信息

Jonsson L

机构信息

Stockholm Water Co, SE-106 36 Stockholm, Sweden.

出版信息

Water Sci Technol. 2004;50(7):105-12.

Abstract

In response to new demands for increased removal of nitrogen and phosphorus, the Henriksdal and Bromma treatment plants, with hydraulic loads of 283,000 and 148,000 m3/d, respectively, built filtration steps as a final process step in the plants. The denitrification rates in a full-scale and in a pilot plant filter are calculated to 13.1 and 21.3 g (NO3+NO2)-N/(m3 x h), respectively, in the total filter bed after 2.5-24.2 and 16.0-28.0 h of operational time, and 6.4 and 18.7 g (NO3+NO2)-N/(m3 x h), respectively, after 1.0 and 0.1-0.9 h of operational time. In composite samples, the denitrification rate in the total filter bed is 10-20 g (NO3+NO2)-N/(m3 x h) in the full-scale filter. The average values for k = deltaCODf/deltaC(T) are 1.6 and around 3 in the total filter bed in steady state and in the beginning of the experiments, respectively, both in the full-scale and in the pilot plant study. The carbon source costs for reducing the concentration of nitrate nitrogen in the Bromma plant from 12 to 8 mg/l in the effluent are 117,400 EUR and 147,400 EUR with methanol and ethanol, respectively, as a carbon source.

摘要

为了响应提高氮和磷去除量的新需求,亨里克达尔污水处理厂和布罗玛污水处理厂分别以283,000立方米/天和148,000立方米/天的水力负荷,增设过滤步骤作为污水处理流程的最后一步。在实际运行2.5 - 24.2小时以及16.0 - 28.0小时后,实际规模和中试规模的滤池反硝化速率分别计算为13.1和21.3克(NO3 + NO2)-N/(立方米×小时);在运行1.0小时以及0.1 - 0.9小时后,反硝化速率分别为6.4和18.7克(NO3 + NO2)-N/(立方米×小时)。在混合样本中,实际规模滤池总滤床的反硝化速率为10 - 20克(NO3 + NO2)-N/(立方米×小时)。在实际规模和中试规模研究中,稳态时和实验开始时总滤床中k = ΔCODf/ΔC(T)的平均值分别为1.6和3左右。在布罗玛污水处理厂,以甲醇和乙醇作为碳源将出水硝酸盐氮浓度从12毫克/升降至8毫克/升的碳源成本分别为117,400欧元和147,400欧元。

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