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Response Matrix Minimization Used in Groundwater Management with Mathematical Programming: A Case Study in a Transboundary Aquifer in Northern Greece

机译:数学规划在地下水管理中使用响应矩阵最小化:以希腊北部跨界含水层为例

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Groundwater has always been considered to be a readily available source of water for domestic, agricultural and industrial use. The last decades, the lack of policy making for the utilization of groundwater, has led to overexploitation in many areas. The cooperation of a wide range of scientists such as mathematicians, engineers, computer scientists, environmentalists and economists - operation researchers, have led to the design and construction of commercial computer programs concerned on water management and specifically on the optimal distribution of limited water resources using ground-water management models. These combined models, via simulation and optimization algorithms, result in one optimal solution through operations research and mathematical programming methods. The groundwater management models are based on the method of space superposition or the combination of space and time superposition for steady and unsteady state problems, respectively. In the present study, an algorithm is presented, which minimizes the dimension of the response matrix, concerning on two assumptions: the first is the added fixed cost which represents the water supply pumping well and the second is the removal of time superposition. The study area is a transboundary phreatic aquifer in Northern Greece, in the area of Eidomeni, a small Hellenic village just on the borderline with FY-ROM. The aquifer has a total area of 10,84 km~2, 26 operating - pumping wells, which the 9 of them consist control points of the hydraulic head. The number of the management periods is 12 months.
机译:一直以来,地下水一直被认为是家庭,农业和工业用水的现成水源。在过去的几十年中,缺乏对地下水利用的政策制定,导致许多地区的过度开发。数学家,工程师,计算机科学家,环境保护主义者和经济学家等广泛的科学家的合作导致了研究和设计与水管理有关的商业计算机程序,特别是有关有限水资源利用的最佳分配。地下水管理模型。这些组合的模型通过仿真和优化算法,通过运筹学和数学编程方法得出了一种最佳解决方案。地下水管理模型分别基于空间叠加或时空叠加的方法来解决稳态和非稳态问题。在本研究中,提出了一种使响应矩阵最小的算法,该算法涉及两个假设:第一个是增加的固定成本,代表供水抽水井,第二个是消除时间叠加。研究区域是希腊北部的跨界潜水含水层,位于Eidomeni地区,这是一个与FY-ROM交界的希腊小村庄。含水层总面积为10,84 km〜2,有26口作业井-抽水井,其中9口是水压头的控制点。管理期限为12个月。

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