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Optimal In Situ Bioremediation System Design for Contaminated Groundwater Using Meshless EFGM Simulation and PSO

机译:含有无滤纤维EFGM仿真和PSO的污染地下水的原位生物修复系统设计

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In situ bioremediation is the widely accepted technology for the remediation of groundwater sites contaminated with organic contaminants. However, designing an optimal in situ bioremediation system for the contaminated sites is a major challenge to the groundwater scientists. In the past, the various simulation-optimization (S/0) models have been proposed for the optimization of in situ bioremediation system. An S/0 model couples the groundwater flow, contaminant, and oxygen transports simulations with an optimization algorithm. The well locations and their pumping rates are the important entities in determining the optimal in situ bioremediation cost. However, the simulation models utilized in the previous in situ bioremediation studies were mostly based on the finite difference method (FDM) and finite element method (FEM), and hence, they are only capable of locating the optimal well locations from the discretized nodes in the computational domain. In this study, we propose an S/0 model where the simulator called BIOEFGM is based on the meshless element-free Galerkin method (EFGM) and it is integrated with the particle swarm optimization (PSO). BIOEFGM uses the moving least squares (MLS) approximation for computing the shape functions and hence, it provides stability in approximating the unknown variables in governing equations. In the developed S/0 model, meshless BIOEFGM allows PSO to test all the locations i.e., coordinates of the discretized nodes as well of the remaining portion for the optimality. In this study, BIOEFGM-PSO model is used for the optimal in situ bioremediation of the two-dimensional aquifer site. BIOEFGM model is first verified with FEM and then used with the PSO. The selected problem is also solved with FEM-PSO model for comparing the bioremediation costs. The optimal bioremediation cost from the BIOEFGM-PSO is found to be less than that from the FEM-PSO. This study shows the advantages of using the proposed model and therefore, can be applied to the large field problems.
机译:原位生物修复是污染有机污染物污染的地下水位地区的普遍接受的技术。然而,为受污染地点的原位生物修复系统设计最佳,对地下水科学家来说是一个重大挑战。过去,已经提出了各种仿真优化(S / 0)模型用于优化原位生物修复系统。 S / 0模型通过优化算法对地下水流动,污染物和氧气运输仿真耦合。井位置及其泵送速率是确定原位生物修复成本最佳的重要实体。然而,在原位生物修复研究中使用的模拟模型主要基于有限差分方法(FDM)和有限元方法(FEM),因此,它们仅能够从离散节点中定位最佳井位置计算域。在这项研究中,我们提出了一个S / 0模型,其中称为Biofgm的模拟器基于无丝毫的无元素Galerkin方法(EFGM),它与粒子群优化(PSO)集成。 Bioefgm使用移动最小二乘(MLS)近似用于计算形状函数,从而提供尺寸在控制方程中的未知变量方面提供稳定性。在开发的S / 0型号中,无网格BioFGM允许PSO测试所有位置,即离散节点的坐标,剩余部分以获得最佳部分。在本研究中,BioefGM-PSO模型用于二维含水层现场的最佳原位生物修复。 BioFGM模型首先用FEM验证,然后与PSO一起使用。选择的问题也用FEM-PSO模型解决了比较生物修复成本。发现BioFGM-PSO的最佳生物修复成本低于FEM-PSO的成本。本研究显示了使用所提出的模型的优点,因此,可以应用于大现场问题。

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