Simulating Quar-Maharlu Aquifer in Fars Province, Iran, and Optimizing Artificial Recharge Using PMWIN Model

Soheil Talebi, Gholamreza Rakhshandehro, Mohamad Parsimehr, Shima Rezaei
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Abstract

Background: The improper exploitation of water resources by humans has disrupted the natural balance of groundwater. Given the water resources restriction, it is crucial to manage these resources properly, recognize the current situation, and anticipate the harvesting or feeding effects. In this regard, simulators or models can act as valuable tools. Methods: In this research, we performed quantitative modeling of groundwater flow in the Quar-Maharlu plain, Fars Province, Iran using the PMWIN software. The model included three years’ calibration (2011-2014) for hydraulic conductivity coefficient and one year’s verification (2014-2015). To evaluate the model error in calibration and verification, the root mean square deviation (RMSD) was used. After simulating the aquifer to optimize the artificial recharge location by the flood spreading method, different scenarios were defined and examined by considering the natural and artificial factors. Results: The RMSD values for calibration were 1.55, 1.49, and 1.56 m for 2011, 2012, and 2013, respectively. The RMSD for verification of one year was 1.77 m, indicating the acceptable ability of the model to predict groundwater flow parameters. The stock variation for the whole aquifer was -8.88 mm3 in 2014. In the next step, the best recharging location was selected to create the maximum head increase (5.3cm) in the entire area of the plain. Conclusion: One of the effective ways to offset the negative balance is to strengthen the aquifer through artificial recharge.
伊朗法尔斯省夸-马哈尔鲁含水层模拟及PMWIN模型优化人工补给
背景:人类对水资源的不当开发破坏了地下水的自然平衡。鉴于水资源的限制,正确管理这些资源,认识现状,并预测收获或喂养效果至关重要。在这方面,模拟器或模型可以作为有价值的工具。方法:采用PMWIN软件对伊朗法尔斯省夸尔-马哈尔鲁平原地下水流量进行定量模拟。该模型包括3年的水力传导系数校准(2011-2014)和1年的验证(2014-2015)。为了评估模型在校准和验证中的误差,使用均方根偏差(RMSD)。采用洪水扩散法对含水层进行模拟,优化人工补给位置,并综合考虑自然因素和人为因素,定义了不同的情景,并进行了验证。结果:2011年、2012年和2013年的均方根标准差分别为1.55、1.49和1.56 m。1年验证的RMSD为1.77 m,表明该模型对地下水流量参数的预测能力可接受。2014年整个含水层储量变化幅度为-8.88 mm3。下一步,选择最佳充电位置,在整个平原区域创造最大水头增长(5.3cm)。结论:通过人工回灌强化含水层是抵消负平衡的有效途径之一。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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