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Numerical modeling of liquid-waste infiltration from storage facilities into surrounding groundwater and surface-water bodies

机译:液体废物从存储设施渗入周围地下水和地表水体的数值模拟

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This study focuses on the infiltration of saturated brine from liquid-waste storage facilities into the surrounding groundwater and surface-water bodies. The storage facilities are situated at the Verkhnekamsk Potassium and Magnesium Salt Deposit (Perm krai, Russian Federation); they store highly mineralized brine of potassium, sodium, and magnesium chlorides. An analytical solution of a one-dimensional equation of contaminant transport by a homogeneous steady-state groundwater flow is used to estimate the time it takes the contaminant to travel from the storage facilities to the nearest surface water body, as well as to evaluate the formation time of a stationary concentration profile, with contaminant adsorption in the porous matrix either neglected or taken into account. The contaminant concentration at the point of brine entry into the surface water body is calculated. The ANSYS Fluent software package is used for direct 3D simulation of brine infiltration into the surrounding medium. The simulation results revealed different stages of contaminant propagation in the porous medium. The contaminant was found to spread over a wide area with an almost uniform high brine concentration close to the saturation value. The contaminant reaches the nearest riverbed approximately 20 days after the start of infiltration. The estimates of the time required for the contaminant front to reach the surface water body obtained by three-dimensional simulation agree with the analytical estimates derived from a one-dimensional model. The proposed system of physical models adequately describes the hydrodynamic processes accompanying the operation of large storage facilities and can be used to predict contaminant-front propagation in the groundwater near storage facilities.
机译:这项研究的重点是从液体废物存储设施向周围的地下水和地表水体中渗透饱和盐水。储存设施位于Verkhnekamsk钾盐和镁盐矿床(俄罗斯联邦彼尔姆莱);它们存储高度矿化的氯化钾,钠和镁的盐水。均质稳态地下水流对污染物运移的一维方程式的解析解可用于估算污染物从存储设施运到最近的地表水体所花费的时间,并评估地层固定浓度曲线的时间,可以忽略或考虑污染物在多孔基质中的吸附。计算盐水进入地表水体时的污染物浓度。 ANSYS Fluent软件包用于直接3D模拟盐水渗透到周围介质中。模拟结果显示了污染物在多孔介质中传播的不同阶段。发现污染物散布在宽范围内,几乎均匀的高盐水浓度接近饱和值。渗透开始后约20天,污染物到达最近的河床。通过三维模拟获得的污染物前沿到达地表水体所需时间的估计与从一维模型得出的分析估计一致。拟议的物理模型系统充分描述了大型存储设施运行过程中的流体动力学过程,可用于预测存储设施附近地下水中污染物的前沿传播。

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