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Scaling and Pedotransfer in Numerical Simulations of Flow and Transport in Soils

机译:土壤中水流和运移数值模拟中的结垢和渗流

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Flow and transport parameters of soils in numerical simulations need to be defined at the support scale of computational grid cells. Such support scale can substantially differ from the support scale in laboratory or field measurements of flow and transport parameters. The scale dependence of flow and transport parameters essentially precludes the direct use of measured or pedotransfer-estimated parameter values in numerical simulations. The hypothesis of this work was that a support-based scaling law can be introduced that can convert pedotransfer-estimated saturated hydraulic conductivity values into values to be used over grid cells for finite-element-based simulations of water flow and tracer transport in variably saturated soils. A 4-month-long experiment was conducted at the USDA-ARS experimental site where Cl- as a tracer was applied with a pulse of irrigation water and its transport in groundwater and variably saturated shallow coarse-textured soils was monitored in two rows of wells on a daily basis. The HYDRUS-3D software was used to set and calibrate the Richards model for flow simulations and the convective-dispersive equation for transport simulations. Saturated hydraulic conductivity values were estimated with class pedotransfer functions derived from the USDA database containing results of about 1000 measurements in soils of different textures and bulk densities. A power law scaling for the saturated hydraulic conductivity was suggested based on literature data. When only two parameters of the scaling law rather than nine values of hydraulic conductivity from nine soil materials were calibrated, using the scaled saturated hydraulic conductivity values resulted in an accuracy of simulations that was similar to the accuracy of the calibrated model results. Upscaling of pedotransfer-estimated saturated hydraulic conductivities can provide reasonable estimates for numerical flow and transport modeling in variably saturated soils.
机译:需要在计算网格单元的支持范围内定义数值模拟中土壤的流动和传输参数。在流量或运输参数的实验室或现场测量中,这种支持规模可能与支持规模大不相同。流量和传输参数的比例依赖性实质上排除了在数值模拟中直接使用测量值或pedotransfer估计的参数值。这项工作的假设是,可以引入基于支持的比例定律,该定律可以将pedotransfer估计的饱和水力传导率值转换为可在网格单元上使用的值,以在有限饱和度中基于水和示踪剂传输的有限元模拟土壤。在USDA-ARS实验现场进行了一个为期4个月的实验,在该实验现场使用了Cl-作为示踪剂并注入了一定量的灌溉水,并在两排井中监测了其在地下水和不同饱和浅层粗糙质地土壤中的迁移以一天为周期。 HYDRUS-3D软件用于设置和校准用于流体模拟的Richards模型以及用于运输模拟的对流扩散方程。饱和的水力传导率值是通过从美国农业部数据库获得的类传踏板函数估算的,该函数包含在不同质地和堆积密度的土壤中进行约1000次测量的结果。根据文献数据提出了饱和导水率的幂律定标。当仅校准比例定律的两个参数,而不是校准来自九种土壤材料的九个导水率值时,使用缩放后的饱和导水率值可得出与校准后的模型结果相似的模拟精度。 pedotransfer估计的饱和水电导率的提升可以为可变饱和土壤中的数值流和输运模型提供合理的估计。

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