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亚硝酸盐对好氧处理废水可溶性化学需氧量测量的干扰

Nitrite Interference with Soluble COD Measurements from Aerobically Treated Wastewater.

作者信息

Ferraz Fernanda M, Yuan Qiuyan

出版信息

Water Environ Res. 2017 Jun 1;89(6):549-554. doi: 10.2175/106143017X14902968254485.

DOI:10.2175/106143017X14902968254485
PMID:28545606
Abstract

This study aimed to determine the interference of nitrite () with soluble chemical oxygen demand (COD) measurements from the effluent of landfill leachate treated by sequencing batch reactors (SBRs). Synthetic wastewater assimilating young and old landfill leachate was used as influent for SBR1 and SBR2, respectively. A mixture of raw wastewater and landfill leachate was used as influent for SBR3. Due to the high ammonia concentration in the influent, different levels of partial nitrification were observed in all the reactors and was detected in the effluents. Theoretically, when is present in the effluent, 1 mg/L of accounts for 1.1 mg/L of COD (i.e., 1.1 mg COD/mg ) due to the oxidation of to . It was found that the value of 1.1 mg COD/mg was 3 times higher than the values obtained in the experiments with SBR1 and SBR3. In addition, the values obtained in the experiments with SBR2 were much higher than 1.1 mg COD/mg . These results suggest that the theoretical value of 1.1 mg COD/mg cannot be applied to predict the COD values caused by nitrite in the tested wastewaters. To obtain an accurate measurement of soluble COD in samples that contain nitrite, nitrite should be eliminated before the measurements.

摘要

本研究旨在确定亚硝酸盐()对序批式反应器(SBR)处理的垃圾渗滤液出水可溶性化学需氧量(COD)测量的干扰。分别将模拟同化年轻和老龄垃圾渗滤液的合成废水用作SBR1和SBR2的进水。将原废水和垃圾渗滤液的混合物用作SBR3的进水。由于进水氨浓度较高,在所有反应器中均观察到不同程度的部分硝化作用,且在出水中检测到。理论上,当出水中存在时,由于氧化为,1 mg/L的相当于1.1 mg/L的COD(即1.1 mg COD/mg )。结果发现,1.1 mg COD/mg 的值比SBR1和SBR3实验中获得的值高3倍。此外,SBR2实验中获得的值远高于1.1 mg COD/mg 。这些结果表明,1.1 mg COD/mg 的理论值不能用于预测测试废水中亚硝酸盐引起的COD值。为了准确测量含有亚硝酸盐的样品中的可溶性COD,在测量前应消除亚硝酸盐。

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