A new soil mixing layer model for simulating conservative solute loss from initially saturated soil to surface runoff
•A new soil mixing layer model was developed by treating soil mixing layer depth as a function of time.•A closed form solution to the new soil mixing layer model was provided.•The new model has substantially enhanced capability of simulating solute loss from soil to surface runoff over time.•The new...
Gespeichert in:
Veröffentlicht in: | Journal of hydrology (Amsterdam) 2020-11, Vol.590 (C), p.125514, Article 125514 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
Zusammenfassung: | •A new soil mixing layer model was developed by treating soil mixing layer depth as a function of time.•A closed form solution to the new soil mixing layer model was provided.•The new model has substantially enhanced capability of simulating solute loss from soil to surface runoff over time.•The new model outperforms the conventional model for simulating five laboratory experiments with different conditions.
Surface water pollution due to solute loss from soil to surface runoff is a serious threat to the environment, and it is of great significance to predict the solute loss. While soil mixing layer theory has been widely used to predict the solute loss, it has been observed that the conventional soil mixing layer models with constant mixing layer depth underestimate solute concentration in surface runoff, and thus underestimate the solute loss after surface runoff starts. This study introduced a new soil mixing layer model with a new concept that the mixing layer depth increases downward with time after surface runoff occurs. This new concept was implemented by adding a mixing front between the soil mixing layer and its underlying soil layer, which is conceptually similar to the wetting front of soil infiltration given by the Green-Ampt equation. This is equivalent to treating the soil mixing layer as a deforming control volume. A mechanistic explanation for the new model was presented. This study also developed a closed form solution of the new model. The new model was evaluated by simulating five laboratory experiments conducted by two groups of researchers. The first two experiments have ponding water, and consider different drainage and runoff conditions at both early and late runoff times. The other three experiments do not have ponding water, and consider different infiltration conditions at the bottom of soil boxes. Simulation results of the five experiments show that the new model resolves the underestimation problem of conventional soil mixing layer models. The new model is subject to a total of six limits such as that the new model only considers conservative solute. Three limits are related to the assumptions used to derive the closed form solution, and they may be alleviated in a future research as briefly discussed at the end of the paper. |
---|---|
ISSN: | 0022-1694 1879-2707 |
DOI: | 10.1016/j.jhydrol.2020.125514 |