College of Water Resources and Civil Engineering, China Agricultural University, Beijing 100083, China.
College of Water Resources and Civil Engineering, China Agricultural University, Beijing 100083, China.
J Contam Hydrol. 2018 Mar;210:1-14. doi: 10.1016/j.jconhyd.2018.01.008. Epub 2018 Jan 31.
Wastewater reclamation now represents an effective measure for sustainable water resource management in arid regions, however wastewater components (organic micropollutants) may potentially impact local ecological and/or human health. Previous studies have shown that sodium bentonite/natural clay (BC) mixes may be used to effectively reduce riverbed infiltration in regions characterized by excessively high hydraulic conductivity. Accordingly, the current study sought to investigate the contaminant removal efficiency (Re) of several BC mass ratios in simulated dry riverbeds. Results indicate that the measured Re of NH-N, COD and BOD increased in concurrence with an increasing sodium bentonite ratio, up to a maximum Re of 97.4% (NH-N), 55.2% (COD), and 51.5% (BOD). The primary contaminant removal site was shown to be the infiltration-reducing (BC) layer, accounting for approximately 40%, 60%, and 70% of NH-N, COD and BOD removal, respectively. Conversely, the removal efficiency of NO-N was found to be low (<15%), while total phosphorous (TP) was found to actively leach from the infiltration-reduction layer, resulting in measured TP discharges 2.4-4.8 times those of initial infiltration values. The current study provides a technical baseline for the efficacy of sodium bentonite as an effective bi-functional material in areas utilizing reclaimed water i.e. concurrent reduction of infiltration rates (Function 1) and decontamination of reclaimed wastewater infiltration/recharge (Function 2). Findings indicate that sodium bentonite-clay mixes may represent a feasible alternative for managing recharge of non-potable aquifers with reclaimed wastewater.
污水再生利用现在是干旱地区水资源可持续管理的有效措施,然而污水成分(有机微污染物)可能对当地生态和/或人类健康产生潜在影响。先前的研究表明,膨润土/天然粘土(BC)混合物可用于在水力传导率过高的地区有效减少河床渗透。因此,本研究旨在研究模拟干河床中几种 BC 质量比的污染物去除效率(Re)。结果表明,NH-N、COD 和 BOD 的测量 Re 随着膨润土比例的增加而增加,最高 Re 分别为 97.4%(NH-N)、55.2%(COD)和 51.5%(BOD)。主要的污染物去除地点是渗透减少(BC)层,分别占 NH-N、COD 和 BOD 去除量的约 40%、60%和 70%。相反,NO-N 的去除效率较低(<15%),而总磷(TP)被发现从渗透减少层中主动浸出,导致测量的 TP 排放量是初始渗透值的 2.4-4.8 倍。本研究为利用再生水时膨润土作为有效双功能材料的功效提供了技术基准,即同时降低渗透速率(功能 1)和净化再生废水渗透/补给(功能 2)。研究结果表明,膨润土-粘土混合物可能是用再生废水管理非饮用水含水层补给的一种可行替代方案。