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Predicting Residual Adsorbable Organic Halides Concentrations in Industrial Wastewater Using Typical Wastewater Parameters

机译:使用典型的废水参数预测工业废水中的残留可吸附有机卤化物浓度

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摘要

The aim of this study was to predict the residual adsorbable organic halides (AOX) concentration in an industrial wastewater using conventional, easy-to-measure wastewater parameters. In a pilot test unit, the wastewater was subjected to ozonation at various intensities, resulting in an AOX-removal and hence varying AOX concentrations. In first instance, the parameters used for modeling were selected using Pearson and Spearman correlations. Secondly, multiple linear regression (MLR) was used as a modeling tool to predict both the soluble and total AOX concentration in wastewater samples. To prevent overfitting, a 10-fold cross-validation was carried out. It was found that both the soluble and the total AOX concentration can be predicted using typical wastewater parameters. The measured parameters were pH, chloride concentration, Water-Soluble Organic Carbon concentration (WSOC), UV-VIS spectrum, turbidity, and Solids Removable by Filtration (SRF). Out of these parameters, the following parameters were found to be significant for prediction of the total AOX concentration: turbidity; SRF; UV-VIS absorbance at 200; 227, and 250 nm; and pH. UV-VIS absorbance at 200 and 227 nm and turbidity of the wastewater were found to contribute significantly to the final model. For the soluble AOX concentration, the significant parameters were turbidity; SRF; absorbance at 200, 227, and 250 nm; pH, and chloride concentration. Here, UV-VIS absorbance at 200 and 227 nm were found to contribute significantly to the final model. The obtained final models had an adjusted R2 of 0.921 and 0.916 for the total and soluble AOX, respectively. As a result of the obtained models, both AOX concentrations can be predicted using parameters that are easier to determine. This allows for a significant reduction in wastewater sampling and analysis time and offers the opportunity to optimize the ozone dosing in the wastewater treatment process in the future.
机译:本研究的目的是使用常规,易于测量的废水参数预测工业废水中的残留可吸附的有机卤化物(AOX)浓度。在试验机组中,废水在各种强度下进行臭氧,导致αox除去并因此改变氧肟浓度。首先,使用Pearson和Spearman相关选择用于建模的参数。其次,使用多元线性回归(MLR)作为建模工具,以预测废水样品中可溶性和总氧化铈浓度。为防止过度拟合,进行了10倍的交叉验证。发现可以使用典型的废水参数来预测可溶性和总氧肟浓度。测量的参数是pH,氯化物浓度,水溶性有机碳浓度(WSOC),UV-Vis光谱,浊度和可通过过滤除去的固体(SRF)。除了这些参数中,发现以下参数对于预测总AOX浓度的预测是显着的:浊度; SRF; 200V-Vis吸光度为200; 227和250 nm;和pH。发现UV-Vis 200和227nm的吸光度和废水的浊度,对最终模型有显着贡献。对于可溶性AOX浓度,显着的参数是浊度; SRF; 200,227和250nm的吸光度; pH和氯化物浓度。这里,发现UV-Vis吸光度为200和227nm,对最终模型有显着贡献。所获得的最终模型分别具有0.921和0.916的调节R2,分别用于总和可溶性抗氧化铈。由于所获得的模型,可以使用更容易确定的参数来预测AOX浓度。这允许减少废水采样和分析时间,并提供了在未来污水处理过程中优化臭氧剂量的机会。

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