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Development of an efficient surrogate model based on aquifer dimensions to prevent seawater intrusion in anisotropic coastal aquifers, case study: the Qom aquifer in Iran

机译:基于含水层尺寸的有效替代模型的开发,以防止各向异性沿海含水层中的海水入侵,案例研究:伊朗的库姆含水层

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摘要

Coastal aquifers are usually exposed to saltwater intrusion. Therefore, groundwater extracted from these aquifers should be regulated considering their dimensions and effective parameters. In this paper, optimum discharge from a large number of exploitation wells is evaluated according to variations of width, length, and anisotropy coefficient in the Qom aquifer near the salt lake in central Iran. First, the wells are divided into clusters to decrease the number of decision variables. Then, the location and discharge from each cluster is obtained using SEAWAT and charged system search (CSS) simulation-optimization model with the assumption of three-dimensional variable density flow. The maximum discharge considering various anisotropy rates is computed based on different values of lengths and widths of the aquifer. Finally, an M5-tree model is trained using the obtained samples to derive a linear relationship between input and output data. Based on the results, for various ranges of width and length of an aquifer with impermeable boundaries, different linear equations for optimum discharge are obtained. Also, it was found that for an aquifer with a small width, the critical discharge is a function of the length while the effect of the boundaries is negligible. Sensitivity analysis of the anisotropy coefficient reveals that with increasing the anisotropy rate, thickness and slope of the transition zone decrease and as the maximum discharge increases consequently. However, the sensitivity of the discharge to anisotropy rate is not remarkable. A comparison between the results of this study with those of the analytical method based on sharp interface assumption is carried out. For the critical condition, the best agreement between analytical equation () and proposed method () is achieved for the anisotropic aquifer when the 50% isochlor is assumed as the measure of salt water intrusion.
机译:沿海含水层通常容易遭受盐水入侵。因此,应考虑这些含水层的尺寸和有效参数来调节地下水的开采量。本文根据伊朗中部盐湖附近库姆蓄水层的宽度,长度和各向异性系数的变化,对大量开采井的最佳排放量进行了评估。首先,将井划分为簇以减少决策变量的数量。然后,使用SEAWAT和带电系统搜索(CSS)模拟优化模型,并假设三维可变密度流,从每个群集中获取位置和排放量。根据含水层的长度和宽度的不同值,计算考虑到各种各向异性率的最大流量。最后,使用获得的样本训练M5树模型,以得出输入和输出数据之间的线性关系。根据结果​​,对于具有不可渗透边界的含水层的宽度和长度的各种范围,可以获得用于最佳排放的不同线性方程式。此外,还发现对于宽度较小的含水层,临界排放量是长度的函数,而边界的影响可忽略不计。各向异性系数的敏感性分析表明,随着各向异性速率的增加,过渡区的厚度和斜率会减小,因此最大放电量会增加。但是,放电对各向异性速率的敏感性并不显着。将本研究结果与基于尖锐界面假设的分析方法的结果进行比较。对于临界条件,当假定50%的异氯为咸水入侵量时,对于各向异性含水层,解析方程()与所提出的方法()之间达到了最佳一致性。

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