4.3 Article

Constraining a Flow Model with Field Measurements to Assess Water Transit Time Through a Vadose Zone

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GROUNDWATER
卷 59, 期 3, 页码 417-427

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WILEY
DOI: 10.1111/gwat.13056

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  1. Natural Sciences and Engineering Research Council of Canada

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Modeling thick vadose zones is challenging due to difficulties in collecting various measured sediment properties. This study developed a flow model for a 7-m-thick vadose zone combining numerical codes and real sediment hydraulic properties. The model was calibrated by fitting simulated and measured water content profiles.
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.

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