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Coupled groundwater flow and heat transport simulation for estimating transient aquifer–stream exchange at the lowland River Spree (Germany)

机译:耦合的地下水流和热传输模拟,以估算低地施普雷河上的瞬时含水层-水流交换(德国)

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摘要

Subsurface flow and heat transport near Freienbrink, NE Germany, was simulated in order to study groundwater–surface water exchange between a floodplains aquifer and a section of the lowland River Spree and an adjacent oxbow. Groundwater exfiltration was the dominant process, and only fast surface water level rises resulted in temporary infiltration into the aquifer. The main groundwater flow paths are identified based on a 3D groundwater flow model. To estimate mass fluxes across the aquifer–surface water interfaces, a 2D flow and heat transport modelling approach along a transect of 12 piezometers was performed. Results of steady-state and transient water level simulations show an overall high accuracy with a Spearman coefficient ρ = 0.9996 and root mean square error (RMSE) = 0.008 m. Based on small groundwater flow velocities of about 10 to 10 ms, mean groundwater exfiltration rates of 233 l m d are calculated. Short periods of surface water infiltration into the aquifer do not exceed 10 days, and the infiltration rates are in the same range. The heat transport was modelled with slightly less accuracy (ρ = 0.8359 and RMSE = 0.34 °C). In contrast to the predominant groundwater exfiltration, surface water temperatures determine the calculated temperatures in the upper aquifer below both surface water bodies down to 10 m during the whole simulation period. These findings emphasize prevailing of heat conduction over advection in the upper aquifer zones, which seems to be typical for lowland streams with sandy aquifer materials and low hydraulic gradients. Moreover, this study shows the potential of coupled numerical flow and heat transport modelling to understand groundwater–surface water exchange processes in detail. Copyright © 2013 John Wiley & Sons, Ltd.
机译:为了研究洪泛区含水层与一段低地施普雷河和相邻的牛弓之间的地下水-地表水交换,模拟了德国东北部弗赖恩布林克附近的地下流动和热传输。地下水渗漏是主要过程,只有快速的地表水位上升导致暂时渗入含水层。根据3D地下水流模型确定主要的地下水流路径。为了估算穿过含水层-地表水界面的质量通量,沿12个压强计的横断面进行了二维流动和传热建模方法。稳态和瞬态水位模拟的结果显示出总体的高精度,Spearman系数ρ= 0.9996,均方根误差(RMSE)= 0.008 m。根据约10至10µms的小地下水流速,计算得出的平均地下水渗出率为233µl m d。地表水短期渗入含水层的时间不超过10天,且渗入率在相同范围内。传热模型的精度略低(ρ= 0.8359和RMSE = 0.34°C)。与主要的地下水渗漏相反,在整个模拟过程中,地表水温度决定了两个地表水体以下至10µm以下的上部含水层的计算温度。这些发现强调了上部含水层区域的热传导高于对流,这似乎是含砂含水层材料和低水力梯度的低地溪流的典型特征。此外,这项研究还显示了结合数值流和热传递模型来详细了解地下水-地表水交换过程的潜力。版权所有©2013 John Wiley&Sons,Ltd.

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