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首页> 外文期刊>Water Resources Management >A Methodology to Analyse and Assess Pumping Management Strategies in Coastal Aquifers to Avoid Degradation Due to Seawater Intrusion Problems
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A Methodology to Analyse and Assess Pumping Management Strategies in Coastal Aquifers to Avoid Degradation Due to Seawater Intrusion Problems

机译:分析和评估沿海含水层中的抽水管理策略以避免因海水入侵造成的退化的方法学

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摘要

In this paper we will focus on an interesting and complex problem, the analysis of coastal aquifer management alternatives in aquifers affected by seawater intrusion problems. A systhematic method based on an approximation of the safe yield concept for coastal aquifers and a simple model approach to the problem is proposed to help in the decision making process. It is based on the assessment of an index, that we have called the Pumping Reduction to Achieve a Natural Good Status (PRANGS), which we have defined as the minimum reduction in pumped abstractions necessary to maintain seawater intrusion below the value estimated for the natural regime under different climate conditions: humid (PRANGS(h)), intermediate (PRANGS(i)) and dry years (PRANGS(d)). It requires to solve an optimization problem (for each of the climate conditions: humid, intermediate and dry years), whose objective function is to minimize the reduction in pumping whilst ensuring intrusion does not exceed the natural regime ones. A simulation model that provides a valid approximation of seawater intrusion is needed. The methodology was applied to a well-known Spanish Mediterranean aquifer, the Oropesa-Torreblanca Plain aquifer. The optimization problem was solved using an iterative process from a constant density flow simulation model of the aquifer, assuming a direct relationship between piezometric drawdown and seawater intrusion.
机译:在本文中,我们将重点关注一个有趣而复杂的问题,分析受海水入侵问题影响的含水层中的沿海含水层管理替代方案。提出了一种基于安全含水量概念的近似方法,用于沿海含水层,并为该问题提供了简单的模型方法,以帮助决策过程。它基于对指数的评估,我们称为达到自然良好状态的减少抽水量(PRANGS),我们将其定义为维持海水入侵量低于自然估计值所需的最小抽水量减少量在不同的气候条件下的天气状况:潮湿(PRANGS(h)),中间(PRANGS(i))和干旱年(PRANGS(d))。它需要解决一个优化问题(针对每种气候条件:潮湿,中年和干旱年份),其目标功能是在最大程度上减少抽水量的减少,同时确保入侵不会超出自然条件。需要一个提供有效模拟海水入侵的模拟模型。该方法适用于西班牙著名的地中海含水层Oropesa-Torreblanca Plain含水层。假设压降与海水入侵之间存在直接关系,则使用来自含水层恒定密度流模拟模型的迭代过程解决了优化问题。

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