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首页> 外文期刊>Journal of Hydrology >Hillslope permeability architecture controls on subsurface transit time distribution and flow paths
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Hillslope permeability architecture controls on subsurface transit time distribution and flow paths

机译:斜坡渗透率体系结构控制地下过渡时间分布和流径

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摘要

Defining the catchment transit time distribution remains a challenge. Here, we used a new semi analytical physically-based integrated subsurface flow and advective dispersive particle movement model to assess the subsurface controls on subsurface water flow paths and transit time distributions. First, we tested the efficacy of the new model for simulation of the observed groundwater dynamics at the well-studied S-transect hillslope (Vastrabacken sub-catchment, Sweden). This system, like many others, is characterized by exponential decline in saturated hydraulic conductivity and porosity with soil depth. The model performed well relative to a tracer-based estimate of transit time distribution as well as observed groundwater depth discharge relationship within 30 m of the stream. Second, we used the model to assess the effect of changes in the subsurface permeability architecture on flow pathlines and transit time distribution in a set of virtual experiments. Vertical patterns of saturated hydraulic conductivity and porosity with soil depth significantly influenced hillslope transit time distribution. Increasing infiltration rates significantly decreased mean groundwater age, but not the distribution of transit times relative to mean groundwater age. The location of hillslope hydrologic boundaries, including the groundwater divide and no-flow boundary underlying the hillslope, changed the transit time distribution less markedly. These results can guide future decisions on the degree of complexity that is warranted in a physically-based rainfall runoff model to efficiently and explicitly estimate time invariant subsurface pathlines and transit time distribution. (C) 2016 Elsevier B.V. All rights reserved.
机译:定义流域渡越时间分布仍然是一个挑战。在这里,我们使用了一种新的基于物理的半分析性综合地下流和对流分散颗粒运动模型,以评估地下对水流路径和穿越时间分布的控制。首先,我们测试了新模型在模拟S样坡山坡(瑞典Vastrabacken子汇水区)上观测到的地下水动力学模拟的有效性。像许多其他系统一样,该系统的特征是饱和导水率和孔隙度随土壤深度呈指数下降。该模型相对于基于示踪剂的渡越时间分布估计以及在该流30 m内观察到的地下水深度排放关系而言表现良好。其次,我们使用该模型在一组虚拟实验中评估地下渗透率体系结构的变化对流动路径和渡越时间分布的影响。饱和导水率和孔隙度随土层深度的垂直分布显着影响了斜坡的穿越时间分布。渗透率的增加会显着降低平均地下水年龄,但相对于平均地下水年龄而言,运输时间的分布不会降低。山坡水文边界的位置,包括地下水分界和山坡下面的无水边界,对穿越时间的分布影响不大。这些结果可以指导有关基于物理的降雨径流模型所保证的复杂程度的未来决策,以有效,明确地估计时不变的地下路径和过渡时间分布。 (C)2016 Elsevier B.V.保留所有权利。

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