Project Details
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Monitoring and modelling of non-equilibrium soil water dynamics and lateral subsurface flow in hillslope soils

Subject Area Soil Sciences
Hydrogeology, Hydrology, Limnology, Urban Water Management, Water Chemistry, Integrated Water Resources Management
Term from 2018 to 2023
Project identifier Deutsche Forschungsgemeinschaft (DFG) - Project number 407976486
 
Final Report Year 2023

Final Report Abstract

The physically based Richards equation is today’s state-of-the-art in simulating water movement in soils. Some model assumptions are, however, often not valid for the application under natural conditions. The prime example is infiltration into initially dry soil caused by heavy rainfall events. Here, the so-called hydraulic non-equilibrium is observed. The infiltrating water moves locally fast through larger soil pores while the redistributed into finer pores by capillary forces is delayed. This phenomenon can lead to lateral flow in hillslope soils even before the entire pore space is saturated. The aims of the project were i) the development of a new conceptual approach to describe hydraulic non-equilibrium, ii) analyse experimentally how relevant these phenomena are for lateral flow in hillslope soils and iii) to extend the standard model to describe these phenomena by numerical simulations. The analysis was based on data sets from field and lysimeter experiments. While water movement is forced in the vertical direction in lysimeters, it is 3-dimensional in the field. Studying the discrepancy between lysimeter and field experiments should give insights into the onset of lateral and preferential flow. One important result is a new concept for describing hydraulic non-equilibrium by decoupling water content and water potential for the description of hydraulic conductivity. The Richards equation can still be used as the basis which enables the implementation of our new concept in existing software. We developed a robust numerical model that can simulate the phenomena of preferential flow, hydraulic non-equilibrium and hysteresis, which was previously only possible with different tools. The water content time-series from lysimeter and field experiments revealed that lateral flow occurs predominantly in spring and autumn along soil horizons with lower hydraulic conductivity. Lateral flow under variably-saturated conditions was also mimicked in novel lab experiments with intact soil monoliths. However, hydraulic non-equilibrium did not trigger lateral flows at horizon boundaries in a Hele-Shaw-Cell as originally assumed. The fate of a water tracer in sloping field soils could be observed only at suction cups in soil profiles downhill. Overall, the results of the project contribute to an improved theoretical and experimental basis for the description of water movement in soils.

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