Abstract

Darcy-scale capillary pressure is traditionally assumed to be constant. By contrast, a considerable gap exists between the measured and equilibrium capillary pressures when the same moisture saturation is considered with a high flow rate, and this gap is called the dynamic effect on the capillary pressure. In this study, downward infiltration experiments of sand columns are performed to measure cumulative infiltration and to calculate the wetting front depth and wetting front velocity in sands with different grain sizes. We estimate the equilibrium capillary pressure head or suction head at the wetting front using both the classical Green–Ampt (GAM) and modified Green–Ampt (MGAM) models. The results show that the performance of MGAM in simulating downward infiltration is superior to that of GAM. Moreover, because GAM neglects the dynamic effect, it systematically underestimates the equilibrium suction head in our experiments. We also find that the model parameters α^ and β of MGAM are affected by the grain size of sands and porosity, and the dynamic effect of the capillary pressure increases with decreasing grain size and increasing porosity.

Highlights

  • Infiltration involves gas and liquid flows in porous media and occurs during precipitation or when liquid contaminants leak underground or onto the soil surface

  • We performed a series of downward infiltration experiments and compared the predictions derived from classical Green–Ampt model (GAM) and modified Green–Ampt (MGAM) as well as the values of fitting parameters

  • The sand column with smaller grain size had a lower infiltration rate and wetting front velocity, and a greater amount of time was spent on infiltration

Read more

Summary

Introduction

Infiltration involves gas and liquid flows in porous media and occurs during precipitation or when liquid contaminants leak underground or onto the soil surface. This contributes to runoff generation, crop irrigation, and transport of nutrients and contaminants. Richards’ equation is the most general model to address such flows with spatially and temporally variable saturation [1, 2]. The GAM has been widely incorporated in large-scale hydrological processes and erosion models [6] such as HEC-HMS [7], WEPP [8], SWAT [9], and ANSWERS [10] models. Describing the transient behavior during early infiltration based on the GAM remains a challenging task

Objectives
Methods
Results
Discussion
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call