Water and Water Structures Engineering Department, Faculty of Engineering, Zagazig University, Zagazig 44519, Egypt.
Center for Research and Innovation in Construction, Faculty of Civil Engineering, Technical University of Košice, 04200 Košice, Slovakia.
Int J Environ Res Public Health. 2021 Jul 13;18(14):7485. doi: 10.3390/ijerph18147485.
This study aims to investigate the impact of using untreated wastewater in irrigation. Different scenarios of management were applied by mixing it with treated wastewater or freshwater on groundwater quality. A hypothetical case study is presented. The numerical model of MODFLOW is used in the simulation by applying four stages (21 scenarios) including: different values of pumping rates, changing wastewater recharge rates, and a combination of the previous scenarios. Additionally, protection scenario for groundwater was applied by using different values of mixing of freshwater with wastewater. The simulation was carried out for the contamination of Chemical Oxygen Demand COD and the concentration reached 48.6 ppm at a depth of 25 m and 19.41 ppm at a depth of 50 m in the base case. The results showed a negative impact on groundwater quality had occurred due to increasing the pumping rates, wastewater recharge rates, and combination between two scenarios, which led to an increase of the contaminants in the aquifers. However, positive protection effects occurred due to mixing the wastewater with treated wastewater. The results of COD concentration in groundwater using treated wastewater reached 81.82, 77.88, 74.03, 70.12, and 66.15 ppm at a depth of 25 m and 53.53, 50.95, 48.43, 45.87, and 43.28 ppm at a depth of 50 m, at concentrations of 93, 88.52, 84.14, 79.7, and 75.19 ppm with constant pumping and recharge rates of 4320 m/d and 547.5 mm/year, respectively. The using of treated wastewater could improve the groundwater quality to be used in the irrigation process and help to minimize groundwater contamination. Moreover, the abstraction of the groundwater should be optimized, and the qualities of wastewater should be constrained in agriculture to protect the groundwater quality.
本研究旨在探讨未经处理的废水用于灌溉的影响。通过将未经处理的废水与处理后的废水或淡水混合,应用不同的管理方案来改善地下水质量。提出了一个假设的案例研究。模拟应用 MODFLOW 数值模型,包括四个阶段(21 个场景):不同的抽水量、改变废水补给率,以及之前场景的组合。此外,通过不同的淡水与废水混合比例,应用了地下水保护方案。模拟了化学需氧量(COD)的污染,在基准案例中,污染物质在 25 米深处达到 48.6 ppm,在 50 米深处达到 19.41 ppm。结果表明,由于抽水量、废水补给率的增加,以及两种情况的组合,地下水质量受到了负面影响,导致含水层中的污染物增加。然而,由于将废水与处理后的废水混合,出现了积极的保护效果。在 25 米深处,使用处理后的废水的地下水 COD 浓度达到 81.82、77.88、74.03、70.12 和 66.15 ppm,在 50 米深处,浓度达到 53.53、50.95、48.43、45.87 和 43.28 ppm,在抽水量和补给率分别为 4320 立方米/天和 547.5 毫米/年的情况下,浓度分别为 93、88.52、84.14、79.7 和 75.19 ppm。使用处理后的废水可以改善地下水质量,用于灌溉过程,并有助于最小化地下水污染。此外,应该优化地下水的开采,约束农业中废水的质量,以保护地下水质量。