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A Modeling Study Of Seawater Intrusion In Alabama Gulf Coast, Usa

机译:美国阿拉巴马州墨西哥湾沿岸海水入侵的模型研究

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A numerical model of variable-density groundwater flow and miscible salt transport is developed to investigate the extent of seawater intrusion in the Gulf coast aquifers of Alabama, USA. The SEA WAT code is used to solve the density-dependent groundwater flow and solute transport governing equations. The numerical model is calibrated against the observed hydraulic heads measured in 1996 by adjusting the zonation and values of hydraulic conductivity and recharge rate. Using the calibrated model and assuming all the hydrogeologic conditions remain the same as those in 1996, a predictive 40-year simulation run indicates that further seawater intrusion into the coastal aquifers can occur in the study area. Moreover, the predicted intrusion may be more significant in the deeper aquifer than the shallower ones. As the population continues to grow and the demand for groundwater pumping intensifies beyond the 1996 level, it can be expected that the actual extent of seawater intrusion in the future would be more severe than the model prediction. Better strategies for groundwater development and management will be necessary to protect the freshwater aquifers from contamination by seawater intrusion.
机译:建立了一个变密度地下水流和可混溶盐类运移的数值模型,以研究美国阿拉巴马州墨西哥湾沿岸含水层中海水的入侵程度。 SEA WAT代码用于求解与密度有关的地下水流量和溶质运移控制方程。通过调整水力传导率和补给率的分区和值,针对1996年测得的水头对数值模型进行了校准。使用校准后的模型并假设所有水文地质条件与1996年保持不变,一项为期40年的预测性模拟研究表明,研究区域可能还会发生海水进一步侵入沿海含水层的情况。此外,在较深的含水层中,预测的入侵可能比较浅的含水层更为显着。随着人口的继续增长以及对地下水泵的需求超过了1996年的水平,可以预见,未来实际的海水入侵程度将比模型预测更为严重。为了保护淡水含水层免受海水入侵的污染,有必要制定更好的地下水开发和管理策略。

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