A Spatiotemporal Stochastic Framework Of Groundwater Fluctuation Analysis On The South - Eastern Part Of The Great Hungarian Plain

Z. Fehér
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引用次数: 3

Abstract

Abstract The current study was performed on a Hungarian area where the groundwater has been highly affected in the past 40 years by climate change. The stochastic estimation framework of groundwater as a spatiotemporally varying dynamic phenomenon is proposed. The probabilistic estimation of the water depth is performed as a joint realization of spatially correlated hydrographs, where parametric temporal trend models are fitted to the measured time series thereafter regionalized in space. Two types of trend models are evaluated. Due to its simplicity the purely mathematical trend can be used to analyze long-term groundwater trends, the average water fluctuation range and to determine the most probable date of peak groundwater level. The one which takes advantage of the knowledge of expected groundwater changes, clearly over performed the purely mathematical model, and it is selected for the construction of a spatiotemporal trend. Model fitting error values are considered as a set of stochastic time series which expresses short-term anomalies of the groundwater, and they are modelled as joint space-time distribution. The resulting spatiotemporal residual field is added to the trend field, thus resulting 125 simulated realizations, which are evaluated probabilistically. The high number of joint spatiotemporal realizations provides alternative groundwater datasets as boundary conditions for a wide variety of environmental models, while the presented procedure behaves more robust over non-complete datasets.
大匈牙利平原东南部地下水波动的时空随机框架分析
当前的研究是在匈牙利的一个地区进行的,该地区的地下水在过去的40年里受到气候变化的严重影响。提出了地下水作为一种时空变化的动态现象的随机估计框架。水深的概率估计是作为空间相关水文图的联合实现进行的,其中参数时间趋势模型拟合到测量的时间序列上,然后在空间上进行分区。对两种趋势模型进行了评估。由于其简单性,纯数学趋势可以用来分析地下水的长期趋势、平均水位波动范围和确定最可能的地下水位峰值日期。利用预期地下水变化知识的模型明显优于纯数学模型,并被选择用于构建时空趋势。将模型拟合误差值视为一组表示地下水短期异常的随机时间序列,并将其建模为联合时空分布。将得到的时空残差场添加到趋势场中,从而得到125个模拟实现,并对其进行概率评估。大量的联合时空实现为各种环境模型提供了替代地下水数据集作为边界条件,而所提出的程序在非完整数据集上表现得更加稳健。
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