Skip to main content
Log in

Coarse-grained geological porous media structure modeling using heuristic algorithm and evaluation of porosity, hydraulic conductivity, and pressure drop with experimental results

  • Original Article
  • Published:
Environmental Earth Sciences Aims and scope Submit manuscript

Abstract

Knowledge of porous media structure is an essential part of the hydrodynamic investigation of fluid flow in porous media. To study soil behavior (as a granular porous media) and water and contaminant movement in the vadose zone, appropriate estimation of soil water retention curve (SWRC) and soil hydraulic conductivity curve (SHCC) has a pivotal role and is one of the most challenging topics for researchers and engineers in soil and water science. The SWCR can be approximated using an accurate particle size distribution (PSD) function. In this study by applying the random close packing (RCP) method as an encouraging method for predicting and studying particle configuration, an optimal particle size distribution is developed for coarse-grained soils (0.025 mm < PSD < 3.35 mm). The mentioned RCP is generated using a heuristic algorithm with merging applicable equations of soil science. For porous media modeling, MATLAB software is used and the predicted results by the optimal model for the parameters of porosity, pressure drop, and saturated hydraulic conductivity are compared with laboratory measurements. Experimental design is conducted by MINITAB and predicted coarse-grained soil structure by the model is compared with four sifted soils. The results of the sensitivity analysis showed that the porosity obtained from the model is strongly sensitive to the resolution factor and should be chosen with a sufficiently large amount (higher than 250). Results showed good consistency (up to 95%) between predicted porosity and only a 10% difference in pressure drop and permeability with observed measurements.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

Abbreviations

RCP:

Random close packing

PNM:

Pore network modeling

SWRC:

Soil water retention curve

SHCC:

Soil hydraulic conductivity curve

PSD:

Particle size distribution

PoSD:

Pore size distribution

d :

Diameter (m)

D p :

Equivalent grain diameter (m)

f :

Mass percent

g :

Gravity acceleration (m.s2)

h :

Matric suction (m)

k :

Permeability of porous media (m2)

K s :

Saturated hydraulic conductivity (m.s1)

L :

Length (m)

L c :

Cube edge length (m)

L m :

Mesh grid (m)

m :

Number of sublayers

n :

Number of particles

n i :

Number of particles in a specific diameter range

RF:

Resolution factor

t cal :

Calculations time

v s :

Superficial velocity (m.s1)

x, y, z :

Nodes coordination (m,m,m)

ΔP :

Pressure drop (Kg.m1.s2)

ε:

Porosity

θ :

Volumetric water content (m3.m-3)

λ :

Scale parameters

μ :

Dynamic viscosity (Kg.m1.s1)

ρ :

Density (Kg.m3)

σ :

Variance of grain size distribution

φ s :

Sphericity factor

i, j, k :

Counter

c :

Cube

g :

Grain

p :

Particle

s :

Saturated

References

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Esmaeil Fatehifar.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Bezaatpour, J., Fatehifar, E. & Rasoulzadeh, A. Coarse-grained geological porous media structure modeling using heuristic algorithm and evaluation of porosity, hydraulic conductivity, and pressure drop with experimental results. Environ Earth Sci 80, 482 (2021). https://doi.org/10.1007/s12665-021-09699-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12665-021-09699-z

Keywords

Navigation