Influence of weave geometry and layering on the progression of sand retention and permeability in standalone screens using resolved CFD-DEM

• Simulated resolved CFD-DEM of custom woven and multilayer 3D sand-screen geometries. • Classified performance via seven metrics with reproducible, quantitative thresholds. • Visualised bridging, filtrate retention, and streamline-based pore-scale coherence. • Isolated weave effects by fixing aperture size, wire thickness, and layering choices. • Showed long-term performance depends on stability and fines-retention selectivity. Premium-type standalone sand screens are increasingly used in oil and gas well completions for their cost-effectiveness and operational simplicity. Their filtration performance involves two coupled phases: initial bridging of sand particles at the screen surface and the subsequent deposited filter-bed formation, which governs long-term retention and flow. The influence of screen geometry on this progression remains under-characterised, with past studies often separating these phases or applying inconsistent methods. This study evaluates how weave pattern and layering shape the transition from bridging to filter-bed control using a spatially resolved CFD-DEM framework. Four configurations were analysed: plain weave (PW), twill weave (TW), and their multilayer forms (ML-PW, ML-TW). Parameters such as aperture size, wire diameter, and interlayer registration were held constant to isolate geometric effects. Multilayer screens outperformed single layers, with ML-PW showing the lowest sand production, smoothest decline in production rate, and most stable filtrate size range. PW achieved the highest retained permeability (%), but this reflected its lower inherent screen-only permeability rather than the stability of flow coherence. ML-PW demonstrated the strongest overall performance by combining high retention with coherent flow paths and stable bridging, whereas TW and ML-TW showed weaker alignment, greater heterogeneity, and lower retained permeability. The findings establish layering as a stronger driver of filtration behaviour than weave alone. PW performs better than TW at equivalent aperture, while ML-PW provides the most balanced combination of fines control and hydraulic capacity. Filtration should therefore be assessed as a time-dependent progression governed jointly by screen geometry and filter-bed development.

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Publication Details

Journal
International Journal of Multiphase Flow
Published
2025-10-09
DOI
https://doi.org/10.1016/j.ijmultiphaseflow.2025.105481
Citations
1
Primary Topic
Soil erosion and sediment transport
Type
article
Field-Weighted Citation Impact
1.19
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article

Influence of weave geometry and layering on the progression of sand retention and permeability in standalone screens using resolved CFD-DEM

Paula A. Gago, Stephen Tyson, Sheik S. Rahman, Zhixi Chen et al.
1 citations
International Journal of Multiphase Flow
Soil erosion and sediment transport
1.19
article

Influence of weave geometry and layering on the progression of sand retention and permeability in standalone screens using resolved CFD-DEM

Paula A. Gago, Stephen Tyson, Sheik S. Rahman, Zhixi Chen, R. K. Abdul Razak
article en
1 citations

Abstract

• Simulated resolved CFD-DEM of custom woven and multilayer 3D sand-screen geometries. • Classified performance via seven metrics with reproducible, quantitative thresholds. • Visualised bridging, filtrate retention, and streamline-based pore-scale coherence. • Isolated weave effects by fixing aperture size, wire thickness, and layering choices. • Showed long-term performance depends on stability and fines-retention selectivity. Premium-type standalone sand screens are increasingly used in oil and gas well completions for their cost-effectiveness and operational simplicity. Their filtration performance involves two coupled phases: initial bridging of sand particles at the screen surface and the subsequent deposited filter-bed formation, which governs long-term retention and flow. The influence of screen geometry on this progression remains under-characterised, with past studies often separating these phases or applying inconsistent methods. This study evaluates how weave pattern and layering shape the transition from bridging to filter-bed control using a spatially resolved CFD-DEM framework. Four configurations were analysed: plain weave (PW), twill weave (TW), and their multilayer forms (ML-PW, ML-TW). Parameters such as aperture size, wire diameter, and interlayer registration were held constant to isolate geometric effects. Multilayer screens outperformed single layers, with ML-PW showing the lowest sand production, smoothest decline in production rate, and most stable filtrate size range. PW achieved the highest retained permeability (%), but this reflected its lower inherent screen-only permeability rather than the stability of flow coherence. ML-PW demonstrated the strongest overall performance by combining high retention with coherent flow paths and stable bridging, whereas TW and ML-TW showed weaker alignment, greater heterogeneity, and lower retained permeability. The findings establish layering as a stronger driver of filtration behaviour than weave alone. PW performs better than TW at equivalent aperture, while ML-PW provides the most balanced combination of fines control and hydraulic capacity. Filtration should therefore be assessed as a time-dependent progression governed jointly by screen geometry and filter-bed development.

International Journal of Multiphase FlowVol. 194
UNSW Sydney (AU)
Openalex Percentile: Top 17%
Soil erosion and sediment transport
1.19
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