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Study on full-scale H_2O_2/O_3-UBAC process for removing organic matters in drinking water treatment

机译:大规模H_2O_2 / O_3-UBAC工艺去除饮用水中有机物的研究。

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摘要

Ozone-biological activated carbon process (O_3-BAC) is an advanced drinking water treatment technology that has been widely used. The combined process of O_3/H_2O_2-upflow BAC filter (UBAC)-sand filter has been adopted by a drinking water treatment plant. The paper summarizes the effect of advanced oxidation process (O_3 and O_3/H_2O_2) on the overall combined process in two seasons. The influence of different O_3/H_2O_2dosages on the effluent water quality is investigated and the effectiveness of the combined process is analyzed. The results indicate that O_3 can effectively decompose organic matters in water and increase the biodegradability of dissolved organic carbon. The organic matters removal rate of combined process increases as ozone dosage increases. Biodegradable dissolved organic carbon (BDOC) after ozonation increases by 30, 93, and 101% with increasing ozone dosages from 1.0, 1.5 to 2.0 mg/L. The removal rates of BDOC by the combined process reached 39, 45, and 73%, respectively. H_2O_2/O_3 does not give better effect than O_3 alone. Turbidity removal rate by sand filtration remains stable, which is above 87%. Higher temperature is favorable to microbial degradation by UBAC and sand filter.
机译:臭氧生物活性炭工艺(O_3-BAC)是一种先进的饮用水处理技术,已被广泛使用。饮用水处理厂采用了O_3 / H_2O_2-上流BAC滤池(UBAC)-砂滤的组合工艺。本文总结了两个季节中高级氧化过程(O_3和O_3 / H_2O_2)对整个组合过程的影响。研究了不同O_3 / H_2O_2剂量对废水水质的影响,并分析了联合工艺的有效性。结果表明,O_3可以有效分解水中的有机物,并提高溶解的有机碳的生物降解性。合并过程中有机物的去除率随着臭氧剂量的增加而增加。随着臭氧剂量从1.0、1.5至2.0 mg / L的增加,臭氧化后可生物降解的溶解有机碳(BDOC)分别增加30%,93%和101%。组合工艺去除BDOC的去除率分别达到39%,45%和73%。 H_2O_2 / O_3的效果并不比单独的O_3更好。砂滤除浊率保持稳定,高于87%。较高的温度有利于UBAC和砂滤器降解微生物。

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