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Numerical study identifying the factors causing the significant underestimation of the specific discharge estimated using the modified integral pumping test method in a laboratory experiment

机译:在实验室实验中使用改进的整体泵送测试方法识别导致显着低估特定排放量的因素的数值研究

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A three-dimensional finite element model is constructed to simulate the experimental conditions presented in a paper published in this journal [Goltz et al., 2009. Validation of two innovative methods to measure contaminant mass flux in groundwater. journal of Contaminant Hydrology 106 (2009) 51-61] where the modified integral pumping test (MIPT) method was found to significantly underestimate the specific discharge in an artificial aquifer. The numerical model closely replicates the experimental configuration with explicit representation of the pumping well column and skin, allowing for the model to simulate the wellbore flow in the pumping well as an integral part of the porous media flow in the aquifer using the equivalent hydraulic conductivity approach. The equivalent hydraulic conductivity is used to account for head losses due to friction within the wellbore of the pumping well. Applying the MIPT method on the model simulated piezometric heads resulted in a specific discharge that underestimates the true specific discharge in the experimental aquifer by 18.8%, compared with the 57% underestimation of mass flux by the experiment reported by Goltz et al. (2009). Alternative simulation shows that the numerical model is capable of approximately replicating the experiment results when the equivalent hydraulic conductivity is reduced by an order of magnitude, suggesting that the accuracy of the MIPT estimation could be improved by expanding the physical meaning of the equivalent hydraulic conductivity to account for other factors such as orifice losses in addition to frictional losses within the wellbore. Numerical experiments also show that when applying the MIPT method to estimate hydraulic parameters, use of depth-integrated piezometric head instead of the head near the pump intake can reduce the estimation error resulting from well losses, but not the error associated with the well not being fully screened. (C) 2015 Elsevier B.V. All rights reserved.
机译:构建了三维有限元模型以模拟本杂志发表的论文中提出的实验条件[Goltz等,2009。验证了两种创新方法来测量地下水中的污染物质量通量。 Journal of Contaminant Hydrology 106(2009)51-61],发现改良的整体抽水试验(MIPT)方法大大低估了人造含水层中的比流量。数值模型用明确表示的抽油井柱和表皮紧密地复制了实验配置,允许该模型使用等效的水力传导率方法模拟抽油井中的井眼流量以及含水层中多孔介质流的组成部分。 。等效的水力传导率用于解决由于泵井井眼内的摩擦而造成的压头损失。在模型模拟测压头上应用MIPT方法会导致比流量低估实验含水层中的实际比流量18.8%,而Goltz等人的实验则低估了质量通量的57%。 (2009)。替代仿真表明,当等效水力传导率减小一个数量级时,该数值模型能够近似复制实验结果,表明通过将等效水力传导率的物理含义扩展为,可以提高MIPT估算的准确性。除了井眼内的摩擦损失外,还考虑了其​​他因素,例如孔口损失。数值实验还表明,当采用MIPT方法估算水力参数时,使用深度集成的压头而不是靠近泵入口的压头可以减少由于井损而造成的估算误差,但不会减少与井口不相关的误差。充分筛选。 (C)2015 Elsevier B.V.保留所有权利。

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