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Hydrochemical evolution of groundwater in a riparian zone affected by acid mine drainage (AMD), South China: the role of river–groundwater interactions and groundwater residence time

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Abstract

Investigations were undertaken in the riparian zone near Shangba village, an AMD area, in southern China to determine the effects that river–groundwater interactions and groundwater residence time have had on environmental quality and geochemical evolution of groundwater. Based on the Darcy’s law and ionic mass balances as well as the method of isotopic tracer, the results showed that there were active interactions between AMD-contaminated river water and groundwater in the riparian zone in the study area. River water was found to be the main source of groundwater recharge in the northwestern part of the study area, whereas groundwater was found to be discharging into the river in the southeastern part of the study area throughout the year. End-member mixing analysis quantified that the contributions of river water to groundwater decreased gradually from 35.9% to negligible levels along the flow path. The calculated mixing concentrations of major ions indicated that water–rock reactions were the most important influence on groundwater quality. The wide range of Ca2+ + Mg2+ and HCO3 ratios and the change of groundwater type from Ca2+–SO42− type to a chemical composition dominated by Ca2+–HCO3 type indicated a change of the major water–rock reaction process from the influence of H2SO4 (AMD) to that of CO2 (soil respiration) along a groundwater flow path. Furthermore, the kinetics interpretation of SO42− and HCO3 concentrations suggested that the overlapping time of their kinetics triggered the hydrochemical evolution and the change of major weathering agent. This process might take approximately 8 years and this kinetic time will be continued when a steady source of contamination enter the aquifer.

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Acknowledgements

Special thanks go to Lei Gao, Rui Li, Zewen Pan, Jiafu Zhao, Pengcheng Zhang and Chenglei Xie for technical support and guidance. We thank Dan Yao for article language help. Shangba villagers are also acknowledged for providing assistance during the sampling campaigns. This work was supported by the National Natural Science Foundation NSFC (no. 41471020), Science Research Programs of Guangzhou (no. 201510010300), and Youth Science Fund Project (no. 41501512).

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Correspondence to Yingjie Cao.

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Appendices

Appendix 1

To better estimate the permeability coefficient values, we use mathematical model to calibrate the parameter k. First, it is necessary to estimate the porosity of the aquifer. Several water level gauges had been set up in the study area to continuously observe the groundwater level fluctuations, which can be used to estimate the porosity based on the groundwater level fluctuations caused by several rainfall events. In addition, we also used a method of Meyer et al. (1972) and Brakensiek et al. (1986) to calculate the porosity of sediments with a large amount of gravel. The result showed that the porosity was approximate 0.31 which was consistent with the calculated result from the groundwater level fluctuations. Therefore, the calibration of the parameter k was carried out by constructing a mathematical model using software Visual MODFLOW. Compared the measured water head with calculated water head, the result from model inversion showed that k was a variable parameter, and varied from 60 m/day to 15 m/day to 60 m/day along the groundwater flow direction (Fig. 13). This indicates that the aquifer in the study area is not a homogeneous aquifer and the variable permeability coefficients divide the aquifer into five zones, in which the characteristics of groundwater flow are different. The estimate k values are in relative agreement with the characteristics of shallow alluvial sandy aquifers, and are relatively reasonable and feasible to estimate the groundwater flow rate in this paper.

Fig. 13
figure 13

The estimated results of k based on Visual MODFLOW (left) and the comparison between the simulated potentiometric map (left) and the measured potentiometric map (right) in study area (The result from the dry season is only listed here)

Based on the well-delineated groundwater potentiometric map, the groundwater flow rate can be quantitatively calculated by the Darcy’s equation (VD = k(H0 − HL)/L) when it flows in a distance L with hydraulic potential decrease of (H0 − HL). As a result, the groundwater residence time of each sampling sites was calculated and shown in Fig. 14.

Fig. 14
figure 14

The groundwater residence time at each sampling sites in the study area. Numbers beside the sampling sites represent the groundwater residence time with unit of year

Appendix 2

The average contribution and the standard deviation of three end members: precipitation (P), AMD, and irrigation (I) at each sampling sites are computed using Monte Carlo simulation for EMMA. The results are shown in Table 2.

Table 2 The average contribution and the standard deviation of three end members at each sampling sites

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Wen, J., Tang, C., Cao, Y. et al. Hydrochemical evolution of groundwater in a riparian zone affected by acid mine drainage (AMD), South China: the role of river–groundwater interactions and groundwater residence time. Environ Earth Sci 77, 794 (2018). https://doi.org/10.1007/s12665-018-7977-2

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