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Threshold Recognition of Water Turbidity for Clogging Prevention during Groundwater Recharge Using Secondary Effluent from Wastewater Treatment Plant

文献类型： 外文期刊

作者： Li, Shiwei 1 ; Wang, Siyue 2 ; Zou, Shubin 1 ; Wang, Yang 3 ; Fan, Wei 1 ; Xiao, Dan 2 ;

作者机构： 1.Northeast Normal Univ, Sch Environm, 2555 Jingyue St, Changchun 130117, Peoples R China

2.Jilin Acad Agr Sci, 1363 Shengtai St, Changchun 130033, Peoples R China

3.Jilin Jianzhu Univ, Sch Municipal & Environm Engn, Changchun 130118, Peoples R China

关键词： artificial groundwater recharge; physical clogging; secondary effluent; suspended particles; turbidity; threshold

期刊名称：WATER （ 影响因子：3.4； 五年影响因子：3.5 ）

ISSN：

年卷期： 2023 年 15 卷 3 期

页码：

收录情况： SCI

摘要： The recharge efficiency during artificial groundwater recharge (AGR) is reduced primarily by clogging that is triggered by suspended particles. However, there are loopholes in the current standards of recharge-water quality for clogging control during AGR, and the threshold values of turbidity to prevent clogging have not been reasonably determined. In this study, secondary effluents from wastewater treatment plants (WWTPs) were injected into saturated sand columns to simulate the process of AGR. Batch experiments under different turbidity conditions were conducted, and the numerical modeling of particle transport and deposition was performed to assess the clogging processes. Theories of single-collector contact and interfacial interaction energy were applied to elucidate possible microcosmic mechanisms. The results showed that the diluted secondary effluent (SE) with turbidities of 0.540 +/- 0.050, 1.09 +/- 0.050, and 1.84 +/- 0.060 NTU caused considerable clogging in the porous media, which decreased the relative hydraulic conductivities (K/K-0) by 13.2%, 17.6%, and 83.6%, respectively. The filtered SE with a turbidity of 0.160 NTU did not cause clogging, and K/K-0 was reduced by only 1.70%. The clogging was attributed to the deposition of suspended particles in the sand matrix because they have a high collision efficiency (0.007-1.98) and attachment efficiency (0.029-0.589 k(B)T). Finally, this paper recommends that the turbidity of the recharge water should not exceed 0.500 NTU during AGR practices.

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