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Natural vs. artificial groundwater recharge, quantification through inverse modeling

机译:天然与人造地下水补给,通过逆向建模进行量化

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Estimating the change in groundwater recharge from an introduced artificial recharge system is important in order to evaluate future water availability. This paper presents an inverse modeling approach to quantify the recharge contribution from both an ephemeral river channel and an introduced artificial recharge system based on floodwater spreading in arid Iran. The study used the MODFLOW-2000 to estimate recharge for both steady- and unsteady-state conditions. The model was calibrated and verified based on the observed hydraulic head in observation wells and model precision, uncertainty, and model sensitivity were analyzed in all modeling steps. The results showed that in a normal year without extreme events, the floodwater spreading system is the main contributor to recharge with 80% and the ephemeral river channel with 20% of total recharge in the studied area. Uncertainty analysis revealed that the river channel recharge estimation represents relatively more uncertainty in comparison to the artificial recharge zones. The model is also less sensitive to the river channel. The results show that by expanding the artificial recharge system, the recharge volume can be increased even for small flood events, while the recharge through the river channel increases only for major flood events.
机译:为了评估未来的水利用率,估算引入的人工补给系统中地下水补给量的变化很重要。本文提出了一种逆向建模方法,以量化短暂河道和引入的人工补给系统(两者均基于干旱伊朗的洪水扩散)的补给贡献。该研究使用MODFLOW-2000来估算稳态和非稳态条件下的充电。基于观察井中观察到的水头对模型进行校准和验证,并在所有建模步骤中分析模型的精度,不确定性和模型敏感性。结果表明,在没有极端事件的正常年份中,洪水扩散系统是该地区补给量的主要贡献者,占总补给量的80%,短暂河道占补给量的20%。不确定性分析表明,与人工补给区相比,河道补给量估计值具有更大的不确定性。该模型对河道也不太敏感。结果表明,通过扩大人工补给系统,即使在小洪水事件中,补给量也可以增加,而通过河道补给仅在大洪水事件中才增加。

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