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An optimal procedure for identifying parameter structure and application to a confined aquifer

机译:确定承压含水层参数结构的最佳程序

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摘要

This study applies an optimal procedure to identify the spatial distribution of groundwater hydraulic conductivity for a confined aquifer in north Taiwan. The parameter structure is determined by the number of zones, zonation pattern, and an uniform hydraulic conductivity associated with each zone. The proposed optimal procedure uses the Voronoi diagram in describing zonation and applies simulated annealing algorithm to optimize its pattern and associated hydraulic conductivity. Three criteria are defined to stop the searching process, including the residual error, the parameter uncertainty, and the structure error. Observation hydraulic heads in years 2000 and 2001 and hydraulic conductivity value from pumping tests are used. The results show that the parameter structure with five zones conforms to the three criteria and, thus, is recommended for future groundwater simulation for the study site. Different heuristic algorithms may also play the role of simulated annealing to optimize the parameter structure. However, which optimization algorithm is more efficient is not discussed and requires further study.
机译:本研究采用最佳程序来确定台湾北部承压含水层地下水水力传导率的空间分布。参数结构由区域数量,分区模式以及与每个区域相关的均匀水力传导率确定。所提出的最佳程序使用Voronoi图描述分区,并应用模拟退火算法来优化其模式和相关的水力传导率。定义了三个标准来停止搜索过程,包括残留误差,参数不确定性和结构误差。使用了2000年和2001年的观测液压头和抽水试验的水力传导率值。结果表明,具有五个区域的参数结构符合这三个标准,因此建议用于研究地点的未来地下水模拟。不同的启发式算法也可能扮演模拟退火的角色,以优化参数结构。但是,没有讨论哪种优化算法更有效,需要进一步研究。

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