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An Optimization-Simulation Approach for Groundwater Abstraction under Recharge Uncertainty

机译:补给不确定度下地下水提取的优化模拟方法

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Droughts and climate variability cause uncertainties on water supply especially in arid regions and coastal aquifers' over-exploitation causes seawater intrusion. Since the rate and extent of aquifer recharge is often very uncertain, determining the optimal groundwater abstraction is a challenging task. In this paper a framework is proposed for estimating the optimal abstraction of groundwater for urban supply under uncertainty and under complex conditions of water table fluctuations and seawater intrusion. It is based on a combination of several models: (i) a Monte-Carlo Simulation (MCS) to incorporate the uncertainties in groundwater recharge, (ii) a numerical groundwater flow model, MODFLOW to simulate the effects of abstractions on the water table fluctuations and seawater intrusion and (iii) a multi-objective optimization model to generate the set of Pareto optimal solutions for each recharging scenario. Maximizing the benefit to the water utility, minimizing the average groundwater table level fluctuations and minimizing the seawater intrusion are the objectives of the model. A fast multi-objective evolutionary algorithm is used to obtain the Pareto efficient solutions for each recharging scenario. Compromise programming (CP) is then used to select the closest solutions to the ideal. Finally, the amount of optimal reliable groundwater abstraction is estimated using a cumulative distribution function. The proposed methodology is applied to a coastal aquifer in the western part of Muscat metropolitan area, Oman. The results have shown that annual groundwater abstraction volume may range from 12.7 to 18.8 Mm(3) compared to 6.8 Mm(3) currently pumped. This would result in an economic benefit of $10.5 million to $15.4 million/year. On the other hand the aquifer's maximum annual mean drawdown would range from 0.7 to 0.9 m.
机译:干旱和气候多变性导致供水不确定性,特别是在干旱地区,沿海含水层的过度开采导致海水入侵。由于含水层补给的速率和程度通常非常不确定,因此确定最佳的地下水提取量是一项艰巨的任务。本文提出了一个框架,用于估算在不确定性以及地下水位波动和海水入侵的复杂条件下,城市供水的最佳抽取量。它基于以下几种模型的组合:(i)结合了地下水补给中的不确定性的蒙特卡洛模拟(MCS),(ii)数值地下水流模型MODFLOW来模拟取水对地下水位波动的影响(iii)多目标优化模型,以针对每种补给方案生成一组帕累托最优解。该模型的目标是最大程度地提高对水务公司的收益,最大程度地减少地下水位的平均波动,并最大程度地减少海水的入侵。快速的多目标进化算法用于为每个充电场景获得帕累托有效解。然后使用折衷编程(CP)来选择最接近理想的解决方案。最后,使用累积分布函数估算最佳可靠地下水抽取量。拟议的方法适用于阿曼马斯喀特都会区西部的沿海含水层。结果表明,与目前抽水的6.8 Mm(3)相比,每年的地下水抽取量可能在12.7至18.8 Mm(3)的范围内。这将带来每年1,050万美元至1,540万美元的经济收益。另一方面,含水层的最大年平均下降范围为0.7至0.9 m。

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