Preprints
https://doi.org/10.5194/egusphere-2025-5497
https://doi.org/10.5194/egusphere-2025-5497
27 Nov 2025
 | 27 Nov 2025
Status: this preprint is open for discussion and under review for Hydrology and Earth System Sciences (HESS).

Multi-component reactive transport in near-saturated deformable porous media

Bolin Wang and Dong-Sheng Jeng

Abstract. This study develops a hydro–mechanical–chemical (HMC) framework for simulating reactive solute migration in near-saturated, deformable porous media. The model couples the pore-water mass balance, force equilibrium, and advection–dispersion equations, and further incorporates a flexible geochemical reaction module to address both single-reaction and multi-component, multi-mineral systems. Numerical results indicate that deformation, mechanical loading, saturation, and mineral reactions jointly control the distribution and evolution of the solute. Compression and stronger mechanical loads accelerate solute transport in the early stage but later hinder migration as the pore structure tightens. Moreover, reduced saturation promotes concentration build-up by enhancing advective transport and limiting the ability of the aqueous phase to dilute accumulated solutes. The framework improves the predictive capability for long-term plume behaviour and mineral alteration in reactive porous systems where mechanical, hydraulic, and geochemical processes interact.

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Bolin Wang and Dong-Sheng Jeng

Status: open (until 08 Jan 2026)

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Bolin Wang and Dong-Sheng Jeng
Bolin Wang and Dong-Sheng Jeng

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Short summary
Understanding how reactive solutes move through nearly saturated soil is important for many environmental processes. However, this movement is influenced by both soil deformation and chemical reactions, which are often treated separately. This paper proposes a flexible framework that links these coupled effects. The results show that changes in loading, moisture, and mineral reactions can shift both the rate and pattern of solute movement, improving long-term predictive capability.
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