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Analytical solutions for reactive transport under an infiltration-redistribution cycle
Gerardo Severino1, Peter Indelman
1Department of Agricultural Engineering and Agronomy, Naples University Frderico II, 80055 Portici, Italy. severino@unina.it
Journal of Contaminant Hydrology
|April 8, 2004
Summary
This study models reactive solute transport in unsaturated soils during infiltration-redistribution cycles, revealing that nonequilibrium kinetics and soil heterogeneity significantly impact solute spread and penetration depth.
Area of Science:
- Environmental Science
- Soil Science
- Hydrology
- Geochemistry
Background:
- Investigates reactive solute transport in unsaturated soils, a critical process for contaminant hydrogeology.
- Builds upon existing models of vertical flow and transport by incorporating linear nonequilibrium kinetics.
- Addresses the complexities of infiltration-redistribution cycles, which are common in natural soil environments.
Purpose of the Study:
- To generalize existing models by accounting for linear nonequilibrium kinetics during infiltration-redistribution cycles.
- To develop and apply the partial equilibrium infiltration-redistribution model (PEIRM) for solute transport analysis.
- To investigate the influence of soil heterogeneity on solute plume behavior and penetration depth.
Main Methods:
- Derived an exact analytical solution for irreversible desorption reactions.
- Modeled solute transport using linear kinetics, assuming equilibrium during redistribution.
- Applied approximate closed-form solutions to field-scale concentrations using the Dagan and Bresler column model.
- Investigated soil heterogeneity by treating hydraulic conductivity as a random function.
Main Results:
- The PEIRM provides approximate closed-form solutions for solute transport in homogeneous soils.
- Solute penetration depth is finite and depends on water applied and residual water content for irreversible desorption.
- For sorption-desorption kinetics, penetration depth is bounded by equilibrium and irreversible desorption limits, influenced by application rate and conductivity.
- Non-equilibrium conditions lead to solute spreading behind the front, unlike equilibrium transport.
- Soil heterogeneity causes additional solute plume spreading.
Conclusions:
- The PEIRM accurately estimates solute mass in the mobile phase, with accuracy depending on the Damköhler number.
- The infiltration-redistribution cycle leads to finite solute penetration, explaining plume contraction phenomena.
- Non-equilibrium kinetics and soil heterogeneity are crucial factors influencing solute transport dynamics and spatial distribution in soils.