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首页> 外文期刊>Geosciences >Sewage-Borne Ammonium at a River Bank Filtration Site in Central Delhi, India: Simplified Flow and Reactive Transport Modeling to Support Decision-Making about Water Management Strategies
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Sewage-Borne Ammonium at a River Bank Filtration Site in Central Delhi, India: Simplified Flow and Reactive Transport Modeling to Support Decision-Making about Water Management Strategies

机译:印度中部德里河岸过滤站点的污水硼铵:简化的流量和反应性运输模型可支持水管理策略的决策

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In the Indian metropolis of Delhi, the Yamuna River is highly influenced by sewage water, which has led to elevated ammonium (NH 4 + ) concentrations up to 20 mg/L in the river water during 2012–2013. Large drinking water production wells located in the alluvial aquifer draw high shares of bank filtrate. Due to the infiltrating river water, the raw water NH 4 + concentrations in some wells exceed the threshold value of 0.5 mg/L ammonia-N of the Indian drinking water specifications, making the water unfit for human consumption without prior treatment. However, to meet the city’s growing water demand, it might be advantageous to consider the long-term use of the well field. This requires the development of an adapted post-treatment unit in concert with an adjusted well field management. To better understand the groundwater dynamics and contamination and decontamination times at the well field, a theoretical modeling study has been conducted. The results of 2D numerical modeling reveal that the groundwater flux beneath the river is negligible because of the aquifer and river geometry, indicating that infiltrating river water is not diluted by the ambient groundwater. Increasing the water abstraction in the wells closest to the river would result in a larger share of bank filtrate and a decreasing groundwater table decline. Simplified 1D reactive transport models set up for a distance of 500 m (transect from the riverbank to the first production well) showed that the NH 4 + contamination will prevail for the coming decades. Different lithological units of the aquifer (sand and kankar—a sediment containing calcareous nodules) have a strong influence on the respective contamination and decontamination periods, as the retardation of NH 4 + is higher in the kankar than in the sand layer. Although this simplified approach does not allow for a quantification of processes, it can support decision-making about a possible future use of the well field and point to associated research needs.
机译:在印度首都德里,亚穆纳河受到污水的高度影响,这导致2012-2013年期间河水中的铵(NH 4 +)浓度升高至20 mg / L。位于冲积含水层中的大型饮用水生产井抽取了大量的银行滤液。由于渗入的河水,某些井中的原水NH 4 +浓度超过了印度饮用水规格的0.5 mg / L氨氮的阈值,这使得这些水不经事先处理就不适合人类食用。但是,为了满足城市不断增长的用水需求,考虑长期使用井场可能是有利的。这就需要与调整后的井场管理相结合,开发适应性强的后处理装置。为了更好地了解井场的地下水动力学以及污染和净化时间,进行了理论建模研究。二维数值模拟的结果表明,由于含水层和河流的几何形状,河流下方的地下水通量可以忽略不计,这表明渗透的河流水不会被周围的地下水稀释。在最靠近河流的井中增加取水量将导致河岸滤液的份额增加,地下水位下降幅度减小。在500 m的距离(从河岸到第一口生产井的横断面)上建立的简化的一维反应运输模型表明,在未来的几十年中,NH 4 +污染将占主导地位。含水层的不同岩性单元(沙子和坎卡尔(一种含钙质结核的沉积物))对各自的污染和去污期有很大的影响,因为坎卡尔中NH 4 +的阻滞高于沙层。尽管这种简化的方法不允许对过程进行量化,但它可以支持有关井场未来可能使用的决策,并指出相关的研究需求。

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