干旱区大坝放水人工补给地下水的效率

Q2 Social Sciences
Zouheira Ibn Ali, A. Gharbi, A. Kallel, Lamia Laajili Ghzel, M. Zairi
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引用次数: 2

摘要

本文介绍了一种估算地下水人工回灌效率的方法。采用地下水位波动法(WTF)、流流量估算法(SF)和Hydrus-1D模型估算到达含水层的有效水量。从地下水位波动的角度探讨了河流洪水对地下水位变化的影响。这三种方法之间的比较对于确定合理补给量的范围和突出估计的不确定性是有价值的。SF方法给出的补给量最大,而WTF方法给出的是到达含水层的实际补给量。SF方法和Hydrus-1D模型的预测回灌量与释放水量拟合最佳,决定系数R2分别为0.9和0.8。建议将河流流量与地下水位波动相结合,以增加补给估算和初步评估的稳定性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Efficiency of the groundwater artificial recharge from dam water release in arid area
This paper describes a methodology to estimate the groundwater artificial recharge efficiency. The water table fluctuation method (WTF), stream-flow (SF) estimation method and Hydrus-1D model are used to estimate the effective water quantity reaching the aquifer. The efficiency of the stream flooding on groundwater level trend was discussed based on groundwater table fluctuation. The comparison between the three methods is found to be valuable for determining the range of plausible recharge amounts and for highlighting the uncertainty of the estimates. SF method yields the largest recharge estimate whereas the WTF method provides actual recharge reaching the aquifer. SF method and Hydrus-1D model show the best fit between estimated recharge volume and water volume released with a coefficient-of-determination (R2) of 0.9 and 0.8, respectively. The combination of the stream flow with water-table fluctuations methods is recommended to increase the constancy of recharge estimates and preliminary assessment.
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来源期刊
International Journal of Water
International Journal of Water Social Sciences-Geography, Planning and Development
CiteScore
0.40
自引率
0.00%
发文量
0
期刊介绍: The IJW is a fully refereed journal, providing a high profile international outlet for analyses and discussions of all aspects of water, environment and society.
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