Engineered Precipitation Geobarriers Via Transverse Mixing for Subsurface Storage

ABSTRACT: In this study, we investigated the formation of precipitation-induced geobarriers via transverse mixing in a core-scale experimental setup. Using a specialized core flooding apparatus, we continuously injected two separate brines - one containing Ba2+ and the other SO42- - through a parallel dual-injection system at the inlet. This induced in-situ barite (BaSO4) precipitation, forming a mineral barrier. X-ray computed tomography (CT) imaging revealed the spatial distribution of the precipitate, confirming the development of a geobarrier along the central axis of the core. Subsequently, we extracted small cylindrical specimens perpendicular to the precipitation layer and directly measured their permeability. The results demonstrated a substantial permeability reduction from 10-14 m2 to 10-19 m2 at the precipitation layer, achieving caprock sealing capacity. These findings suggest that engineered precipitation-induced barriers offer a cost-effective and scalable approach to enhance subsurface storage integrity.

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Publication Details

Published
2025-06-08
DOI
https://doi.org/10.56952/arma-2025-0793
Primary Topic
Soil and Unsaturated Flow
Type
article
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article

Engineered Precipitation Geobarriers Via Transverse Mixing for Subsurface Storage

Kyounghyun Kim, Rami M. Younis, M.B. Awarke
Soil and Unsaturated Flow
article

Engineered Precipitation Geobarriers Via Transverse Mixing for Subsurface Storage

Kyounghyun Kim, Rami M. Younis, M.B. Awarke
article en

Abstract

ABSTRACT: In this study, we investigated the formation of precipitation-induced geobarriers via transverse mixing in a core-scale experimental setup. Using a specialized core flooding apparatus, we continuously injected two separate brines - one containing Ba2+ and the other SO42- - through a parallel dual-injection system at the inlet. This induced in-situ barite (BaSO4) precipitation, forming a mineral barrier. X-ray computed tomography (CT) imaging revealed the spatial distribution of the precipitate, confirming the development of a geobarrier along the central axis of the core. Subsequently, we extracted small cylindrical specimens perpendicular to the precipitation layer and directly measured their permeability. The results demonstrated a substantial permeability reduction from 10-14 m2 to 10-19 m2 at the precipitation layer, achieving caprock sealing capacity. These findings suggest that engineered precipitation-induced barriers offer a cost-effective and scalable approach to enhance subsurface storage integrity.

Texas A&M University (US)
Openalex Percentile: Top 79%
Soil and Unsaturated Flow
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