各向异性渗透率对河流向深层含水层排放情景下温度剖面的影响

José Antonio Jiménez-Valera, F. Alhama
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引用次数: 0

摘要

-河流和土壤含水层之间的排水-补给模式受到其水力渗透性各向异性程度的强烈影响。在固结土中,“水平/垂直”渗透率的比值可以达到10,甚至更高。因此,由于流体流动和热输运之间的耦合(最后由温度边界条件引起),温度分布也依赖于这种各向异性。本文以典型的具有透水底面的河流-含水层场景为研究对象,寻找不同程度各向异性的流型和流场对温度垂直剖面的影响。土壤表面采用调和温度条件,含水层底部和河流采用恒定温度和不同温度条件。流动和热输运之间的耦合作用产生了热波形式的温度漩涡,由于流体的阻力,这些热波向上下边界和右侧边界移动。在远离河流的地方,平均温度曲线趋于线性。随着“水平/垂直”渗透率比的增加,剖面发育区域的延伸也会增加。利用免费软件Ngspice,采用网络仿真方法对该问题进行了数值求解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Effect of Anisotropic Permeability on the Temperature Profiles Obtained In a River Discharge Scenario to a Deep Aquifer
- The discharge-recharge patterns between rivers and aquifers in soils are strongly influences by the degree of anisotropy in their hydraulic permeability. In consolidated soils, the ratio ‘horizontal/vertical’ permeabilities can reach values up to 10 and even more. As a consequence, as a result of the coupling between fluid flow and heat transport, the last caused by temperature boundary conditions, the temperature profiles turn also dependent of such anisotropy. In this paper, a typical river-aquifer scenario with permeable bottom is studied, searching both the flow patterns for different degree of anisotropy and the effect of the flow field in the temperatures vertical profiles. A harmonic temperature condition is applied to the soil surface while constant and different temperatures are imposed to the bottom of the aquifer and to the river. The coupled effect between flow and heat transport produces the formation of eddies of temperature in the form of thermal waves that displace to the up and down boundaries and to the right one due to the drag of the fluid. The mean temperature profiles tend to be lineal far from the river. The extension of the region where the profiles develop increase with the ratio ‘horizontal/vertical’ permeabilities. The problem is numerically solved by the network simulation method using the free software Ngspice.
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