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首页> 外文期刊>Frontiers of earth science >Development of a groundwater flow and reactive solute transport model in the Yongding River alluvial fan, China
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Development of a groundwater flow and reactive solute transport model in the Yongding River alluvial fan, China

机译:永定河冲积扇地下水流量与反应性溶质运移模型的建立

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摘要

The Yongding River in the western suburbs of Beijing has been recharged with reclaimed water since 2010 for the purpose of ecological restoration. Where the reclaimed water is not well treated, it poses a danger to the aquifer underneath the river. To provide a reliable tool which could be used in future research to quantify the influence of reclaimed water in the Yongding River on the local groundwater environment, a transient groundwater flow and reactive solute transport model was developed using FEFLOW in the middle-upper part of the Yongding River Alluvium Fan. The numerical model was calibrated against the observed groundwater levels and the concentrations of typical solutes from June 2009 to May 2010 and validated from June 2010 to December 2010. The average RMSE and R-2 of groundwater level at four observation wells are 0.48 m and 0.61, respectively. The reasonable agreement between observed and simulated results demonstrates that the developed model is reliable and capable of predicting the behavior of groundwater flow and typical contaminant transport with reactions. Water budget analysis indicates that the water storage in this aquifer had decreased by 43.76x10(6)m(3) from June 2009 to December 2010. The concentration distributions of typical solutes suggest that the middle and southern parts of the unconfined aquifer have been polluted by previous discharge of industrial and domestic sewage. The results underscore the necessity of predicting the groundwater response to reclaimed water being discharged into the Yongding River. The study established a coupled groundwater flow and reactive solute transport model in the middle-upper part of the Yongding River Alluvium Fan, one of the drinking water supply sites in Beijing city. The model would be used for risk assessment when reclaimed water was recharged into Yongding River.
机译:自2010年以来,北京西郊的永定河已进行了再生水补给,以恢复生态。如果再生水处理不当,则会对河底的含水层构成威胁。为了提供一个可靠的工具,以供将来的研究来量化永定河中水对当地地下水环境的影响,利用FEFLOW在该区中上部建立了瞬时地下水流量和反应性溶质运移模型。永定河冲积扇。针对2009年6月至2010年5月观测到的地下水位和典型溶质浓度对数值模型进行了校准,并于2010年6月至2010年12月进行了验证。四个观测井的平均RMSE和R-2分别为0.48 m和0.61 , 分别。观测结果与模拟结果之间的合理一致性表明,开发的模型是可靠的,并且能够预测地下水流的行为以及典型的污染物随反应的迁移。水预算分析表明,从2009年6月到2010年12月,该含水层中的储水量减少了43.76x10(6)m(3)。典型溶质的浓度分布表明,无限制含水层的中部和南部已被污染。以前排放的工业和生活污水。该结果强调了预测地下水对永定河排放的再生水的响应的必要性。该研究在北京市饮用水源之一的永定河冲积扇中上部建立了地下水流与反应性溶质运移的耦合模型。当再生水注入永定河时,该模型将用于风险评估。

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