Département des Sciences Appliquées, Université du Québec à Chicoutimi, 555, boulevard de l'Université, Chicoutimi, (Québec), G7H 2B1, Canada.
Institute for Soil Physics and Rural Water Management, University of Natural Resources and Life Sciences, Muthgasse 18, Vienna, 1190, Austria.
Ground Water. 2021 May;59(3):417-427. doi: 10.1111/gwat.13056. Epub 2020 Nov 3.
The modeling of thick vadose zones is particularly challenging because of difficulties in collecting a variety of measured sediment properties, which are required for parameterizing the model. Some models rely on synthetic data, whereas others are simplified by running as homogeneous sediment domains and relying on a single set of sediment properties. Few studies have simulated flow processes through a thick vadose zone using real and comprehensive data sets comprising multiple measurements. Here, we develop a flow model for a 7-m-thick vadose zone. This model, combining the numerical codes CTRAN/W with SEEP/W, includes the measured sediment hydraulic properties of the investigated vadose zone and incorporates the actual climate and subsurface conditions of the study site (precipitations, water-table elevations, and stable isotope data). The model is calibrated by fitting the simulated and measured vertical profiles of water content. Our flow model calculates a transit time of 1 year for the travel of water through the 7-m vadose zone; this estimate matches stable isotope-based results obtained previously for this site. A homogeneous sediment domain flow model, which considers only a single set of sediment properties, produces a transit time that is approximately half the duration of that of the heterogeneous flow model. This difference highlights the importance of assuming heterogeneous material within models of thick vadose zones and testifies to the advantage gained when using real sediment hydraulic properties to parametrize a flow model.
厚的非饱和带建模特别具有挑战性,因为难以收集各种测量的沉积物特性,这些特性是参数化模型所必需的。一些模型依赖于合成数据,而另一些模型则通过运行均质沉积物域并依赖于一组单一的沉积物特性来简化。很少有研究使用包含多个测量值的真实和综合数据集来模拟厚非饱和带中的流动过程。在这里,我们开发了一个 7 米厚非饱和带的流动模型。该模型将 CTRAN/W 和 SEEP/W 数值代码相结合,包括所研究非饱和带的测量沉积物水力特性,并结合了研究地点的实际气候和地下条件(降水、地下水位和稳定同位素数据)。该模型通过拟合模拟和测量的含水量垂直剖面来进行校准。我们的流动模型计算出水流通过 7 米厚非饱和带的迁移时间为 1 年;这个估计与之前在该地点获得的基于稳定同位素的结果相匹配。仅考虑一组沉积物特性的均质沉积物域流动模型产生的迁移时间大约是异质流动模型的一半。这种差异突出了在厚非饱和带模型中假设非均质材料的重要性,并证明了使用真实沉积物水力特性来参数化流动模型所带来的优势。