Showing posts with label Minkowski functionals. Show all posts
Showing posts with label Minkowski functionals. Show all posts

Saturday, February 7, 2026

Digressions on the Euler Characteristic (M₃): Unlocking Pore Network Topology for Non-Equilibrium Infiltration

This post extends the discussion of [Minkowski functionals] by exploring the deepest topological aspects of M₃—the Euler characteristic.
In our previous posts on Minkowski functionals, we established that M₀ (volume), M₁ (surface area), and M₂ (curvature) are purely geometric measures. They tell us about size, shape, and form. But M₃—the Euler characteristic—is fundamentally different. It's a topological invariant that captures something geometry alone cannot: how the pore space is connected.
Consider two soil samples with identical pore size distributions, identical surface areas, and identical mean curvatures. One could be a tree-like network where every pore has a unique path to every other pore. The other could be riddled with loops—alternative pathways that provide redundancy. The first three Minkowski functionals (M₀, M₁, M₂) might be identical, but M₃ would reveal the profound topological difference.

This distinction isn't academic. It's critical for understanding non-equilibrium infiltration, hysteresis, and the dynamics of water movement that Richards' equation cannot capture.


The Euler characteristic for a 3D pore network can be expressed in two equivalent ways:

Graph-theoretic form:

$$\chi = V - E + F$$
where V is the number of vertices (pore nodes), E is the number of edges (connections), and F is the number of faces (enclosed regions).

Topological form
(via Betti numbers):

$$\chi = \beta_0 - \beta_1 + \beta_2$$
where:
  • β₀ = number of connected components (separate pore clusters)

  • β₁ = number of independent loops (redundant pathways)

  • β₂ = number of enclosed voids (trapped air bubbles)
This second form, rooted in algebraic topology, is where things get interesting.

While Vogel and Roth (2001) pioneered the use of the Euler characteristic for soil pore characterization, the decomposition into Betti numbers reveals structure that χ alone obscures:

β₀ (Connected Components):

When you progressively drain water from soil, β₀ tracks how the water phase fragments. High β₀ means disconnected water clusters—poor hydraulic connectivity. This is crucial during drought or in the late stages of drainage.

β₁ (Independent Loops):

This is perhaps the most important quantity for non-equilibrium flow. Loops create:Alternative flow paths: If one pore throat becomes blocked (by air during drainage, or by swelling clay), water can route around it
Hysteresis mechanisms: The ink-bottle effect is fundamentally about loops—water trapped in a loop during drainage can only escape when all connecting throat pressures exceed the entry pressure
Air entrapment during imbibition: Loops trap air bubbles that persist even after the network is nominally saturated

β₂ (Enclosed Voids):

In most soils, β₂ ≈ 0 (isolated voids are rare), but in fractured or macroporous media, enclosed voids contribute to non-productive porosity and affect effective saturation.

The Critical Gap: C(r→r') vs. χ

As we discussed in earlier posts, the connectivity matrix C(r→r') describes the probability that a pore of size r connects to a pore of size r'. This is essential information—it tells us about local, pairwise connectivity. But C(r→r') is fundamentally a first-order descriptor. It cannot distinguish between: 
  • Linear chains : r₁ → r₂ → r₃ (tree-like, vulnerable)
  • Loops : r₁ ⇄ r₂ ⇄ r₃ ⇄ r₁ (robust, redundant)
Both might have similar C(r→r') statistics, but their hydraulic behavior under non-equilibrium conditions would be dramatically different.
The Euler characteristic χ captures this higher-order topology . But even χ is incomplete—it's a single scalar. The full story requires the Betti numbers as functions of pore size :

$$\beta_1(r_{\min}) = \text{number of loops using pores } r \geq r_{\min}$$

This size-resolved topology tells us which pore size classes contribute to network connectivity and robustness.

Persistent Homology: A New Frontier

Recent work in computational topology has introduced persistent homology to porous media analysis (Jiang et al., 2018; Moon et al., 2019). This technique tracks how Betti numbers evolve as you "fill" the pore space from small to large pores:Birth : The pore size at which a topological feature (component, loop, void) first appears
Death : The pore size at which it disappears (merges with another feature)
Persistence : Death - Birth (a measure of robustness)

Features with high persistence are geometrically significant; those with low persistence are noise.

For soil hydrology, this means:

During Drainage (Decreasing Saturation):Large loops "die" first (they contain large pore bodies that empty early)
Small loops persist longer (they're held by capillarity in small throats)
The transition χ = 0 often marks the percolation threshold where the network fragments

During Imbibition (Increasing Saturation):Small pores fill first, creating many disconnected clusters (high β₀)
As larger pores fill, clusters merge (β₀ decreases, β₁ increases as loops form)
Air becomes trapped in loops that cannot drain (high β₁ of the air phase)

Connection to Permeability: Beyond Kozeny-Carman

Scholz et al. (2012) demonstrated experimentally that permeability scales with the Euler characteristic:

$$k \propto |\chi|^\alpha \cdot f(\phi)$$

This is remarkable because it's independent of the percolation threshold —unlike Katz-Thompson and other models that require identifying a critical pore size.
Why does this work? Because χ directly encodes:Connectivity (via β₀ - β₁): How many pathways are available?
Network topology: Tree-like (low β₁) vs. loop-rich (high β₁) structures
Liu et al. (2017) extended this to 3D and found that void ratio must also be included. But the fundamental insight remains: topology, not just geometry, controls flow .

Application to Non-Equilibrium Infiltration

This brings us to the central challenge: developing a pore-network theory that replaces Richards' equation. Richards assumes:Local equilibrium : θ(ψ) and K(ψ) are unique, path-independent functions
Instantaneous capillary-gravity balance : No dynamic lag
Continuum description : Pore-scale structure doesn't matter
All three assumptions break down during rapid infiltration, preferential flow, and hysteretic cycling. A pore-network approach can address these limitations, but only if we properly account for topology .

The Role of Loops in Non-Equilibrium Dynamics

For each pore i with saturation S_i(t):

$$\frac{\partial S_i}{\partial t} = \frac{1}{V_i} \sum_{j \in \mathcal{N}(i)} Q_{ij}(S_i, S_j, \psi_i, \psi_j, \text{Topology})$$

The flow Q_ij depends not just on local states (S_i, S_j, ψ_i, ψ_j) but also on: Whether (i,j) is part of a loop : If yes, alternative paths exist—the flow can redistribute when one path becomes unfavorable
The saturation state of loops containing (i,j) : A fully saturated loop behaves differently from a partially saturated one
Contact line pinning : In rough or angular pores, interfaces can be pinned by geometry, creating metastable states

This requires tracking:

$$\beta_1^{\text{filled}}(t) = \text{number of loops with all pores filled at time } t$$

As infiltration progresses, new loops become active. During drainage, loops trap water. The dynamics are fundamentally topology-dependent .

The Missing Measurement

Current persistent homology applications to porous media compute β₁(r_min) globally. But for infiltration dynamics, we need:

$$\beta_1(r_{\min}, r_{\max}, S) = \text{loops using pores in } [r_{\min}, r_{\max}] \text{ at saturation } S$$

This would tell us:

  • Which pore size classes create redundant pathways?
  • At what saturation does the network transition from tree-like (β₁ ≈ 0) to loop-rich (β₁ >> 0)?
  • How does the air phase topology evolve during imbibition?
This is a critical gap in current literature. While C(r→r') and χ(r) are both measured, the explicit loop statistics connecting them—particularly as functions of saturation—remain uncharacterized.

Practical Implications

Hysteresis is fundamentally about loops. The ink-bottle effect, snap-off during imbibition, and air entrapment all require topological understanding. Empirical hysteresis models (like Scott 1983 or Luckner et al. 1989) lack physical basis. A topology-based approach could predict hysteresis from pore structure alone.
In macroporous or structured soils, flow doesn't occur uniformly—it follows preferred pathways. These pathways are defined by topology: which loops provide the path of least resistance? Traditional continuum models cannot represent this; pore networks can, if we track β₁(r,S).
During infiltration, trapped air creates additional resistance. But how much air gets trapped? Where? This depends entirely on loop structure. High β₁ in large pores means air can be trapped in those loops even after the matrix is saturated.

Upscaling:

Can we derive effective Richards-like equations from pore-network topology? Perhaps. If we can relate:

$$K(S) = K_{\text{sat}} \cdot f(S, \chi(S), \beta_1(S), \ldots)$$

then topology provides the missing link between pore structure and continuum behavior.

Methodological Challenges

Implementing this vision requires solving several problems:

Current algorithms compute Betti numbers for geometric complexes. We need algorithms that track topology by pore size class and by saturation state . This is "attributed" persistent homology—a frontier in computational topology.

During infiltration, topology evolves. We need:

$$\beta_1(r, t) = \text{loops at pore size } r \text{ and time } t$$

This requires combining persistent homology with time-dependent network analysis—an open problem.

A representative elementary volume (REV) for structured soil might contain 10⁹ pores. Current persistent homology algorithms scale poorly beyond 10⁶ elements. Optimizations are needed.

We need dynamic X-ray CT experiments that track topology during infiltration/drainage cycles. Some pioneering work exists (Armstrong & Berg 2013; Schlüter et al. 2016), but systematic topology analysis is lacking.

The Path Forward

The integration of algebraic topology into soil hydrology is still in its infancy. The foundational work exists:

  • Vogel & Roth (2001) : Introduced χ(r) for pore connectivity
  •  Scholz et al. (2012) : Connected χ to permeability
  • Jiang et al. (2018), Moon et al. (2019) : Applied persistent homology to predict flow properties
  • Lucas et al. (2020) : Multi-scale connectivity analysis

But critical gaps remain:

Loop statistics L_n(r₁,...,r_n) connecting C(r→r') to β₁(r)
Size-resolved persistent homology for two-phase flow
Dynamic topology tracking during infiltration
Topology-dependent constitutive relations for pore-network models

Filling these gaps would enable a truly mechanistic alternative to Richards' equation—one that captures non-equilibrium dynamics, hysteresis, and preferential flow from first principles.

Topology as the Fourth Dimension

We often think of soil characterization in three dimensions:Size (pore size distribution)
Shape (surface area, curvature)
Space (spatial correlations)

But there's a fourth dimension, one that geometry alone cannot capture: Topology .
M₃ and its decomposition into Betti numbers provide access to this dimension. They tell us not just what pores exist, but how they connect —and that connectivity determines everything about non-equilibrium flow.
As we move beyond Richards' equation toward pore-network theories of infiltration, topology will be as important as geometry. The Euler characteristic is our window into this hidden structure—but we're only beginning to look through it.

References
  • Jiang, Z., Wu, K., Couples, G., Van Dijke, M.I.J., Sorbie, K.S., and Ma, J. (2018). Pore geometry characterization by persistent homology theory. Water Resources Research , 54, 4150–4163.
  • Liu, Z., Herring, A., Robins, V., and Armstrong, R.T. (2017). Prediction of permeability from Euler characteristic of 3D images. Proceedings of the International Symposium of the Society of Core Analysts , SCA2017-016.
  • Lucas, M., Schlüter, S., Vogel, H.-J., and Vereecken, H. (2020). Revealing pore connectivity across scales and resolutions with X-ray CT. European Journal of Soil Science , 72, 546–560.
  • Moon, C., Mitchell, S.A., Heath, J.E., and Andrew, M. (2019). Statistical inference over persistent homology predicts fluid flow in porous media. Water Resources Research , 55, 9592–9603.
  • Scholz, C., Wirner, F., Götz, J., Rüde, U., Schröder-Turk, G.E., Mecke, K., and Bechinger, C. (2012). Permeability of porous materials determined from the Euler characteristic. Physical Review Letters , 109, 264504.
  • Vogel, H.-J., and Roth, K. (2001). Quantitative morphology and network representation of soil pore structure. Advances in Water Resources , 24, 233–242.

Tuesday, January 6, 2026

Minkowski functionals: Critical Limitations and Future Directions for Minkowski Functionals in Soil Hydrology

Go to Part I Go to Part III

 Revisiting the Hadwiger Theorem

In Part 1, we introduced Minkowski functionals as a mathematically complete framework for geometric characterization, grounded in the Hadwiger theorem. Let's examine this completeness claim more carefully, because understanding what it means—and what it doesn't mean, is crucial for applying these tools appropriately in soil hydrology.
The Hadwiger theorem states that any continuous, motion-invariant, and additive functional defined on convex bodies in n-dimensional Euclidean space can be expressed as a linear combination of exactly (n+1) Minkowski functionals. In three dimensions: volume, surface area, integral mean curvature, and Euler characteristic—no more, no fewer.
The theorem's elegance lies in its completeness for static geometric description. The motion-invariance property ensures that measurements don't depend on how we orient or position our coordinate system, while additivity means that measuring two separate objects equals the sum of measuring them individually (accounting correctly for any overlap). These four functionals capture all the geometric information that can be extracted from a spatial pattern in a coordinate-independent, additive way.
For soil hydrologists, the Hadwiger theorem provides mathematical assurance: when we use these four functionals to characterize water distribution, we're working with a complete geometric description under these mathematical constraints. There are no "hidden" geometric properties we're missing that satisfy motion-invariance and additivity.
But, and this is crucia, soil hydrology involves much more than static, isotropic geometry.

Critical Limitations: When Geometry Is Not Enough
While the Hadwiger theorem guarantees that Minkowski functionals provide a complete geometric characterization, we must recognize fundamental limitations when applying these tools to soil hydrology. The mathematical elegance should not obscure the physical complexity of water movement in soils.

The Problem of Motion-Invariance

The "motion-invariance" in Hadwiger's theorem means that geometric measurements don't depend on coordinate system orientation—rotate your sample, and the Minkowski functionals remain unchanged. This is a property of how we measure geometry, not a statement about physical processes.
But water flow in soils is profoundly direction-dependent:
Minkowski functionals, being isotropic measures, cannot capture this directional information. Consider a simple thought experiment: imagine a water configuration in soil where gravity acts downward. Now imagine the identical geometric configuration but with gravity acting upward. The Minkowski functionals would be identical, same volume, surface area, curvature, connectivity. Yet the hydraulic behavior would be completely different. Pendant drops stable under downward gravity would drain immediately under upward gravity. Perched water tables would behave entirely differently.
This is not a flaw in the mathematics, motion-invariance is precisely what makes Minkowski functionals so powerful as geometric descriptors. But it highlights that geometry alone cannot determine hydraulic behavior in the presence of directional forcing like gravity.

Discontinuities and Dynamic Transitions

Water movement in porous media is characterized by discontinuous events:
These are not smooth, continuous processes, they involve abrupt topological changes where clusters suddenly merge or disconnect, interfaces jump across geometrically controlled barriers, and connectivity changes instantaneously. Energy is dissipated in these events, creating irreversibility that contributes to hysteresis.
While Minkowski functionals can detect these transitions (for instance, through sudden jumps in the Euler characteristic when clusters merge), they describe only the "before" and "after" geometric states. They don't capture the dynamics of the transition:
  • The velocity fields during rapid interface motion
  • Pressure gradients and their relaxation
  • Energy dissipation during Haines jumps
  • Timescales of geometric evolution
  • Inertial effects during rapid events
The "continuity" property in Hadwiger's theorem refers to mathematical smoothness of the measure itself (small geometric changes produce small functional changes), not to the physical continuity of water distribution or flow processes. Real soil hydrology involves fundamental discontinuities that static geometry cannot capture.

History Dependence and Hysteresis

Perhaps most critically, Minkowski functionals provide only a static snapshot of geometry at a particular moment. They cannot inherently encode how the system arrived at that configuration, the drainage versus imbibition history that creates hysteresis.
Consider two soil samples at the same water content θ = 0.4. Sample A reached this state through drainage from saturation, while Sample B reached it through imbibition from dry conditions. They might even have identical Minkowski functionals, same volume (M₀ = 0.4 by definition), possibly similar surface areas, curvatures, and connectivity if the pore structure allows different geometric configurations at the same saturation.
Yet their hydraulic behavior will differ dramatically:
The drainage sample likely has pendant drops and isolated clusters in large pores, trapped by capillary barriers at pore throats. The imbibition sample probably has water preferentially filling small pores and coating surfaces as films. These geometric differences might be detectable by Minkowski functionals, but the reason for the difference, the process history, is not encoded in the geometry itself.
Hysteresis is fundamentally about path-dependence: the relationship between state variables depends on the history of transitions. Geometry alone, no matter how completely characterized, cannot capture this temporal causality without additional information about the process history.

What's Missing from Static Geometry

To fully characterize soil hydraulic behavior, we need information beyond what static geometry provides:
1. Flow directionality: Which pathways are active for flow in specific directions under gravity or pressure gradients? Two pore networks might have identical connectivity topology but completely different vertical versus horizontal permeability.
2. Dynamic connectivity: Not just whether clusters are geometrically connected, but how efficiently they transport water. This involves:
  • Tortuosity and path length distributions
  • Bottleneck locations and their sizes
  • Dead-end pores that contribute to storage but not transport
  • Interface mobility and contact line pinning
3. Process history: The sequence of wetting/drying events that determines:
  • Current interfacial configurations
  • Contact angles (which depend on whether surfaces are advancing or receding)
  • Which pores are filled or empty at a given capillary pressure
  • The distribution of trapped air or water ganglia
4. Temporal evolution:
  • Rates of geometric change and interface motion
  • Relaxation times toward equilibrium configurations
  • Characteristic timescales for different processes (capillary equilibration, gravity drainage, diffusive redistribution)
  • Dynamic versus quasi-static flow regimes
5. Energetic states: Not just geometric configuration but:
  • The energy landscape and barriers between different configurations
  • Metastable states and their stability
  • Energy dissipation during transitions
  • The thermodynamic distance from equilibrium
6. Mechanical coupling:
  • Soil deformation affecting pore geometry
  • Swelling and shrinkage during wetting/drying
  • Crack formation and closure
  • Aggregate structural changes
Go to Part III where we discuss specifically M3

Comprehensive Bibliography

Hadwiger Theorem and Integral Geometry Foundations

  • Hadwiger, H. (1957). Vorlesungen über Inhalt, Oberfläche und Isoperimetrie. Springer-Verlag, Berlin.
  • Hadwiger, H. (1959). Normale Körper im euklidischen Raum und ihre topologischen und metrischen Eigenschaften. Mathematische Zeitschrift, 71(1), 124-140.
  • Klain, D. A., & Rota, G. C. (1997). Introduction to Geometric Probability. Cambridge University Press.
  • Schneider, R., & Weil, W. (2008). Stochastic and Integral Geometry. Springer-Verlag, Berlin.
  • Alesker, S. (1999). Continuous rotation invariant valuations on convex sets. Annals of Mathematics, 149(3), 977-1005.

Foundational Works on Minkowski Functionals

  • Mecke, K. R. (1998). Integral geometry in statistical physics. International Journal of Modern Physics B, 12(09), 861-899.
  • Mecke, K. R. (2000). Additivity, convexity, and beyond: applications of Minkowski functionals in statistical physics. In Statistical Physics and Spatial Statistics (pp. 111-184). Springer, Berlin.
  • Schröder-Turk, G. E., et al. (2011). Minkowski tensor shape analysis of cellular, granular and porous structures. Advanced Materials, 23(22-23), 2535-2543.
  • Michielsen, K., & De Raedt, H. (2001). Integral-geometry morphological image analysis. Physics Reports, 347(6), 461-538.
  • Mantz, H., et al. (2008). Utilizing Minkowski functionals for image analysis: a marching square algorithm. Journal of Statistical Mechanics: Theory and Experiment, 2008(12), P12015.

Applications to Porous Media

  • Arns, C. H., et al. (2002). Computation of linear elastic properties from microtomographic images: Methodology and agreement between theory and experiment. Geophysics, 67(5), 1396-1405.
  • Mecke, K. R., & Arns, C. H. (2005). Fluids in porous media: a morphometric approach. Journal of Physics: Condensed Matter, 17(9), S503-S534.
  • Armstrong, R. T., et al. (2016). Beyond Darcy's law: The role of phase topology and ganglion dynamics for two-fluid flow. Physical Review E, 94(4), 043113.
  • Hilfer, R., & Manwart, C. (2001). Permeability and conductivity for reconstruction models of porous media. Physical Review E, 64(2), 021304.
  • Thovert, J. F., et al. (2001). Grain reconstruction of porous media: application to a Bentheim sandstone. Physical Review E, 63(6), 061307.
  • Arns, C. H., et al. (2005). Accurate estimation of transport properties from microtomographic images. Geophysical Research Letters, 28(17), 3361-3364.

Soil Science and Hydrology Applications

  • Vogel, H. J., & Roth, K. (2001). Quantitative morphology and network representation of soil pore structure. Advances in Water Resources, 24(3-4), 233-242.
  • Vogel, H. J., et al. (2010). Quantification of soil structure based on Minkowski functions. Computers & Geosciences, 36(10), 1236-1245.
  • Schlüter, S., et al. (2014). Image processing of multiphase images obtained via X-ray microtomography: a review. Water Resources Research, 50(4), 3615-3639.
  • Peth, S., et al. (2008). Three-dimensional quantification of intra-aggregate pore-space features using synchrotron-radiation-based microtomography. Soil Science Society of America Journal, 72(4), 897-907.
  • Cousin, I., et al. (1996). Three-dimensional analysis of a loamy-clay soil using pore and solid chord distributions. European Journal of Soil Science, 47(4), 439-452.
  • Perret, J., et al. (1999). Three-dimensional quantification of macropore networks in undisturbed soil cores. Soil Science Society of America Journal, 63(6), 1530-1543.

Topology, Connectivity, and Percolation

  • Hunt, A. G., & Sahimi, M. (2017). Flow, transport, and reaction in porous media: Percolation scaling, critical-path analysis, and effective medium approximation. Reviews of Geophysics, 55(4), 993-1078.
  • Vogel, H. J. (1997). Morphological determination of pore connectivity as a function of pore size using serial sections. European Journal of Soil Science, 48(3), 365-377.
  • Vogel, H. J. (2000). A numerical experiment on pore size, pore connectivity, water retention, permeability, and solute transport using network models. European Journal of Soil Science, 51(1), 99-105.
  • Mecke, K. R. (1994). Integral geometry in statistical physics. International Journal of Modern Physics B, 12(09), 861-899.
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  • Rintoul, M. D., & Torquato, S. (1997). Precise determination of the critical threshold and exponents in a three-dimensional continuum percolation model. Journal of Physics A: Mathematical and General, 30(16), L585.

Hysteresis, Non-Equilibrium, and Dynamic Processes

  • Berg, S., et al. (2013). Real-time 3D imaging of Haines jumps in porous media flow. Proceedings of the National Academy of Sciences, 110(10), 3755-3759.
  • Armstrong, R. T., & Berg, S. (2013). Interfacial velocities and capillary pressure gradients during Haines jumps. Physical Review E, 88(4), 043010.
  • McClure, J. E., et al. (2018). Geometric state function for two-fluid flow in porous media. Physical Review Fluids, 3(8), 084306.
  • Schlüter, S., et al. (2016). Pore-scale displacement mechanisms as a source of hysteresis for two-phase flow in porous media. Water Resources Research, 52(3), 2194-2205.
  • Armstrong, R. T., et al. (2014). Linking pore-scale interfacial curvature to column-scale capillary pressure. Advances in Water Resources, 46, 55-62.
  • Schlüter, S., et al. (2017). Time scales of relaxation dynamics during transient conditions in two-phase flow. Water Resources Research, 53(6), 4709-4724.
  • Rücker, M., et al. (2015). From connected pathway flow to ganglion dynamics. Geophysical Research Letters, 42(10), 3888-3894.

Curvature, Interfacial Area, and Thermodynamics

  • Hilpert, M., & Miller, C. T. (2001). Pore-morphology-based simulation of drainage in totally wetting porous media. Advances in Water Resources, 24(3-4), 243-255.
  • McClure, J. E., et al. (2016). Influence of phase connectivity on the relationship among capillary pressure, fluid saturation, and interfacial area in two-fluid-phase porous medium systems. Physical Review E, 94(3), 033102.
  • Porter, M. L., et al. (2009). Measurement and prediction of the relationship between capillary pressure, saturation, and interfacial area in a NAPL-water-glass bead system. Water Resources Research, 45(8), W08402.
  • Joekar-Niasar, V., & Hassanizadeh, S. M. (2012). Analysis of fundamentals of two-phase flow in porous media using dynamic pore-network models: A review. Critical Reviews in Environmental Science and Technology, 42(18), 1895-1976.
  • Hassanizadeh, S. M., & Gray, W. G. (1993). Thermodynamic basis of capillary pressure in porous media. Water Resources Research, 29(10), 3389-3405.
  • Niessner, J., & Hassanizadeh, S. M. (2008). A model for two-phase flow in porous media including fluid-fluid interfacial area. Water Resources Research, 44(8), W08439.

Computational Methods and Image Analysis

  • Ohser, J., & Schladitz, K. (2009). 3D Images of Materials Structures: Processing and Analysis. Wiley-VCH.
  • Legland, D., et al. (2016). MorphoLibJ: integrated library and plugins for mathematical morphology with ImageJ. Bioinformatics, 32(22), 3532-3534.
  • Schladitz, K., et al. (2006). Design of acoustic trim based on geometric modeling and flow simulation for non-woven. Computational Materials Science, 38(1), 56-66.
  • Lindquist, W. B., & Venkatarangan, A. (1999). Investigating 3D geometry of porous media from high resolution images. Physics and Chemistry of the Earth, Part A: Solid Earth and Geodesy, 24(7), 593-599.
  • Lindquist, W. B., et al. (2000). Pore and throat size distributions measured from synchrotron X-ray tomographic images of Fontainebleau sandstones. Journal of Geophysical Research: Solid Earth, 105(B9), 21509-21527.

Stochastic Reconstruction and Multiscale Analysis

  • Karsanina, M. V., & Gerke, K. M. (2018). Hierarchical optimization: Fast and robust multiscale stochastic reconstructions with rescaled correlation functions. Physical Review Letters, 121(26), 265501.
  • Gerke, K. M., et al. (2019). Improving watershed-based pore-network extraction method using maximum inscribed ball pore-body positioning. Advances in Water Resources, 140, 103576.
  • Yeong, C. L. Y., & Torquato, S. (1998). Reconstructing random media. Physical Review E, 57(1), 495-506.
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  • Jiao, Y., et al. (2007). Modeling heterogeneous materials via two-point correlation functions: Basic principles. Physical Review E, 76(3), 031110.
  • Tahmasebi, P., & Sahimi, M. (2012). Reconstruction of three-dimensional porous media using a single thin section. Physical Review E, 85(6), 066709.

Upscaling and Effective Properties

  • Wildenschild, D., & Sheppard, A. P. (2013). X-ray imaging and analysis techniques for quantifying pore-scale structure and processes in subsurface porous medium systems. Advances in Water Resources, 51, 217-246.
  • Blunt, M. J., et al. (2013). Pore-scale imaging and modelling. Advances in Water Resources, 51, 197-216.
  • Costanza-Robinson, M. S., et al. (2008). X-ray microtomography determination of air-water interfacial area-water saturation relationships in sandy porous media. Environmental Science & Technology, 42(7), 2949-2956.
  • Arns, C. H., et al. (2001). Cross-property correlations and permeability estimation in sandstone. Physical Review E, 72(4), 046304.
  • Knackstedt, M. A., et al. (2001). Percolation properties of the three-dimensional pore space in rocks. Physical Review E, 64(5), 056302.

Recent Developments and Advanced Topics

  • Lin, Q., et al. (2018). Minimal surfaces in porous media: Pore-scale imaging of multiphase flow in an altered-wettability Bentheimer sandstone. Physical Review E, 99(6), 063105.
  • Rabbani, A., et al. (2021). Review of data science trends and issues in porous media research with a focus on image-based techniques. Water Resources Research, 57(3), e2020WR028597.
  • Bultreys, T., et al. (2016). Fast laboratory-based micro-computed tomography for pore-scale research: Illustrative experiments and perspectives on the future. Advances in Water Resources, 95, 341-351.
  • Schlüter, S., et al. (2020). Time scales of relaxation dynamics during transient conditions in two-phase flow. Water Resources Research, 56(4), e2019WR025815.
  • Singh, K., et al. (2017). Dynamics of snap-off and pore-filling events during two-phase fluid flow in permeable media. Scientific Reports, 7(1), 5192.
  • Andrew, M., et al. (2014). Pore-scale imaging of geological carbon dioxide storage under in situ conditions. Geophysical Research Letters, 41(15), 5347-5354.

Persistent Homology and Advanced Topology

  • Edelsbrunner, H., & Harer, J. (2008). Persistent homology—a survey. Contemporary Mathematics, 453, 257-282.
  • Robins, V., et al. (2011). Percolating length scales from topological persistence analysis of micro-CT images of porous materials. Water Resources Research, 52(1), 315-329.
  • Kramár, M., et al. (2013). Quantifying force networks in particulate systems. Physica D: Nonlinear Phenomena, 283, 37-55.

Multiphase Flow and Interface Dynamics

  • Raeini, A. Q., et al. (2014). Modelling two-phase flow in porous media at the pore scale using the volume-of-fluid method. Journal of Computational Physics, 231(17), 5653-5668.
  • Ferrari, A., & Lunati, I. (2013). Direct numerical simulations of interface dynamics to link capillary pressure and total surface energy. Advances in Water Resources, 57, 19-31.
  • Zacharoudiou, I., et al. (2017). The impact of drainage displacement patterns and Haines jumps on CO2 storage efficiency. Scientific Reports, 8(1), 15561.

Minkowsky functionals (a way to track water movement in soil)

Go to part II 

Introduction

How do we truly characterize the spatial distribution of water in soil? Beyond simple metrics like water content or saturation, the geometry and topology of water distribution carry crucial information about soil hydraulic behavior. This is where Minkowski functionals offer a powerful mathematical framework, one that has been largely under-explored in soil hydrology despite its rich potential.
Minkowski functionals are mathematical measures that completely characterize the morphology of spatial patterns in Euclidean space. Originally developed in integral geometry, they provide a set of scalar descriptors that capture essential geometric and topological properties of spatial structures. In the context of soil hydrology, they offer a sophisticated way to quantify how water phases are distributed, connected, and structured within the pore space.


What Are Minkowski Functionals?

For a three-dimensional body or pattern, there are four Minkowski functionals, each capturing different geometric properties:
  • M₀ (Volume): The total volume occupied by the phase of interest (e.g., water)
  • M₁ (Surface Area): The total surface area of the interface between phases (e.g., water-air interface, water-soil interface)
  • M₂ (Mean Breadth/Integral Mean Curvature): Related to the total mean curvature of the surface, capturing how "curved" the interface is
  • M₃ (Euler Characteristic): A topological invariant that counts the number of connected components minus the number of handles (tunnels) plus the number of cavities
These functionals are additive, motion-invariant, and continuous, properties that make them particularly useful for analyzing complex spatial patterns. Importantly, they form a complete set of geometric measures under certain mathematical conditions, though they remain informative even for the non-convex structures found in porous media.

The Hadwiger Theorem: Why These Four?

The answer lies in a deep mathematical result called the Hadwiger theorem, proven by Hugo Hadwiger in 1957. This fundamental theorem in integral geometry states that any continuous, motion-invariant, and additive functional (called a valuation) defined on convex bodies in n-dimensional Euclidean space can be expressed as a linear combination of exactly (n+1) Minkowski functionals.
In three dimensions, this means these four functionals—volume, surface area, integral mean curvature, and Euler characteristic—form a complete basis for geometric description. There are no "missing" geometric properties that satisfy these natural mathematical requirements. This completeness distinguishes Minkowski functionals from ad-hoc geometric measures and provides theoretical assurance that we're capturing all the geometric information available in a coordinate-independent, additive framework.

The Euler Characteristic: Topology Meets Hydrology

The Euler characteristic (χ = M₃) deserves special attention in soil hydrology. For a three-dimensional pattern:
χ = N₀ - N₁ + N₂
where N₀ is the number of connected water clusters, N₁ is the number of tunnels or loops through the water phase, and N₂ is the number of isolated cavities within the water.
This topological descriptor reveals critical information about hydraulic connectivity. A high positive χ suggests many isolated water clusters (poor connectivity), while negative values indicate a well-connected network with many redundant pathways. This directly relates to hydraulic conductivity and capillary connectivity, fundamental properties governing water flow.
Consider a simple example: at high saturation during imbibition, water forms a continuous network with many interconnected pathways (negative χ). As drainage proceeds, this network fragments into increasingly isolated clusters, and χ increases, eventually becoming positive. The point where χ crosses zero marks a fundamental topological transition—from a connected network to a collection of isolated features.

Applications to Soil Water Dynamics

1. Characterizing Drainage and Imbibition Paths

During drainage, water typically fragments from a well-connected network into increasingly isolated clusters. The Euler characteristic tracks this transition: starting negative (connected network) and becoming positive (isolated clusters) as saturation decreases. The rate of change dχ/dθ could identify critical thresholds where major topological transitions occur, perhaps corresponding to air entry values or percolation thresholds.
During imbibition, the reverse process occurs, but hysteresis means the path differs. At the same water content, drainage configurations might show more isolated clusters while imbibition shows more connected films and wedges. Minkowski functionals could quantify these path-dependent differences, providing geometric signatures of hysteretic behavior beyond traditional water retention curves.
Imagine tracking all four functionals simultaneously during a drainage-imbibition cycle. We'd see not just how much water is present (M₀), but how its surface area (M₁), curvature distribution (M₂), and connectivity (M₃) evolve differently along drainage versus imbibition paths. These geometric trajectories could reveal fundamental aspects of hysteretic mechanisms.

2. Linking Pore Structure to Hydraulic Properties

The mean breadth (M₂) relates to interfacial curvature, which directly connects to capillary pressure via the Young-Laplace equation:
Pc = γ(1/r₁ + 1/r₂)
where γ is surface tension and r₁, r₂ are the principal radii of curvature. Tracking M₂ as a function of water content provides information about the distribution of capillary pressures in the system—essentially a geometric interpretation of the water retention curve.
The surface area functional (M₁) quantifies the extent of water-air interfaces, which is crucial for understanding interfacial phenomena, evaporation dynamics, and the energetics of water distribution. During evaporation, for instance, M₁ determines the total interfacial area available for vapor transport, while changes in M₂ reflect how the geometry of menisci evolves as drying proceeds.
Recent research has shown that interfacial area is not uniquely determined by water content and capillary pressure alone, it exhibits hysteresis and depends on flow history. Minkowski functionals provide tools to quantify this additional complexity.

3. Non-Equilibrium States and Hysteresis

One of the most intriguing applications is tracking non-equilibrium water distributions. During rapid infiltration or redistribution, water occupies configurations that differ from equilibrium states at the same water content. Minkowski functionals could distinguish these transient states by their geometric signatures.
For instance, pendant drops trapped during rapid drainage versus uniform film coatings during slow imbibition might have similar water contents but dramatically different Euler characteristics (many isolated clusters versus one connected film) and surface areas. This geometric information could inform models that go beyond equilibrium assumptions.
Consider infiltration into initially dry soil: water advances as a wetting front, creating fingering patterns or preferential flow paths depending on initial conditions and infiltration rate. The evolving Minkowski functionals during this transient process could reveal when and how the system transitions from non-equilibrium invasion patterns to more uniform, equilibrium-like distributions.

4. Scale-Dependent Analysis

By computing Minkowski functionals at different scales (through morphological operations like erosion and dilation), we can examine how geometric properties change across scales. This multiscale analysis could reveal how local pore-scale water distribution relates to effective continuum-scale hydraulic properties—a crucial link for upscaling.
For example, at fine scales we might observe highly fragmented water distributions with positive χ, but coarse-graining could reveal that these fragments form a connected network at larger scales (negative χ). This scale-dependent connectivity has direct implications for how we define effective hydraulic conductivity and for understanding the scale-dependence of hydraulic properties.
The technique of morphological operations—systematically growing or shrinking phases—allows us to explore the "thickness distribution" of water features. Thin films coating particles might disappear at modest coarse-graining, while thicker wedges and pore-body water persist. Tracking how Minkowski functionals change with scale provides a geometric signature of this hierarchical structure.

Relating to Hydraulic Models

The real power emerges when we connect these geometric descriptors to physically based models. Several promising directions include:
Connectivity-based conductivity: Using χ to parameterize how hydraulic conductivity depends not just on water content but on the topological structure of water distribution. A well-connected network (negative χ) should conduct much better than isolated clusters (positive χ) at the same saturation.
Capillary pressure distributions: Relating M₂ to the distribution of capillary pressures in the system, potentially informing multi-scale or dual-porosity models where different geometric domains have different characteristic pressures.
Interfacial area in evaporation: Incorporating M₁ into evaporation models, where the rate of water loss depends on the available interfacial area for vapor diffusion.
Geometric state variables: Developing constitutive relations where hydraulic properties are functions not just of water content, but of the complete set of Minkowski functionals, creating geometry-informed models that capture hysteretic and non-equilibrium behavior.
This could lead to a new class of hydraulic models where geometric descriptors serve as state variables alongside traditional quantities like water content and pressure. The challenge is developing these relationships in ways that are both physically meaningful and practically implementable.

Looking Ahead

Minkowski functionals provide a rigorous, mathematically complete framework for geometric characterization of water distribution in soils. They offer quantitative descriptors that capture volume, surface area, curvature, and connectivity—fundamental aspects of spatial organization that determine hydraulic behavior.
For soil hydrologists, these tools open new possibilities for understanding hysteresis, characterizing non-equilibrium states, and linking pore-scale geometry to continuum-scale properties. As imaging technologies advance and computational methods mature, geometry-based approaches may become increasingly central to how we model and predict water movement in soils.
However, geometry is only part of the story. In Part 2 of this series, we'll examine critical limitations of purely geometric approaches and explore how static spatial descriptors must be augmented with dynamic, directional, and historical information to fully capture the complexity of soil hydraulic processes.

Selected References 

Foundations and Theory

Soil and Porous Media Applications

  • Vogel, H. J., & Roth, K. (2001). Quantitative morphology and network representation of soil pore structure. Advances in Water Resources, 24(3-4), 233-242.
  • Vogel, H. J., et al. (2010). Quantification of soil structure based on Minkowski functions. Computers & Geosciences, 36(10), 1236-1245.
  • Schlüter, S., et al. (2014). Image processing of multiphase images obtained via X-ray microtomography: a review. Water Resources Research, 50(4), 3615-3639.

Connectivity and Topology

  • Mecke, K. R., & Arns, C. H. (2005). Fluids in porous media: a morphometric approach. Journal of Physics: Condensed Matter, 17(9), S503-S534.
  • Armstrong, R. T., et al. (2016). Beyond Darcy's law: The role of phase topology and ganglion dynamics for two-fluid flow. Physical Review E, 94(4), 043113.