Anisotropic Shear Metrics for Persistent Homology and Their Application to Convective Systems
Abstract
1. Introduction
1.1. Environmental Wind Shear and Convective Topology
1.2. Topological Data Analysis for Meteorological Structures
1.3. Structure of the Paper
1.4. Contribution
2. Mathematical Background
2.1. Construction of the Shear-Based Metric from Physical Shear Dynamics
- displacements parallel to the shear direction are relatively inexpensive, reflecting the alignment and stretching of convective elements under vertical wind shear;
- displacements perpendicular to the shear direction are strongly penalized, capturing the persistence of transverse gradients and the physical difficulty of merging features across the shear.
2.2. Topological Data Analysis and Persistence Under the Shear Metric
- the birth radius corresponds to the smallest anisotropic scale r such that the feature (e.g., a component or loop) becomes detectable under ; features aligned with the shear direction generally have smaller birth radii because the metric compresses distances along that direction ();
- the death radius is the scale at which the same feature merges or is filled in according to the anisotropic topology of the complex. For loops elongated perpendicular to , the larger perpendicular weighting () delays their filling and increases their lifetime .
2.3. Continuity and Lipschitz Regularity of the Shear Metric
2.3.1. Standing Assumptions
- (A1)
- are bounded and Lipschitz on I; in particular, and are bounded and Lipschitz on I.
- (A2)
- The unit direction varies with a bounded angular speed: there exists such that for all .
2.3.2. Spatial Lipschitz Properties (Fixed t)
2.3.3. Wasserstein Distance with Respect to a Ground Metric
2.3.4. Choice of Ground Metric
- when comparing point clouds in the physical plane, we take ;
- when comparing persistence diagrams in the birth–death plane or lifetime distributions on , the ground metric is typically Euclidean (for ) or .
2.4. Topological Stability of the Shear Metric
2.5. Compatibility of the Shear Metric with Vietoris–Rips Filtrations
Practical Remark (Radius Calibration)
2.6. Robustness of Shear-Weighted Lifetime Distributions
2.7. Sensitivity to Anisotropy Parameters
Connection with Gaussian Perturbations of the Shear Field
3. Application of the Shear Metric to the Corsican Bow Echo
3.1. Context and Data Description
3.2. Wind-Shear Dataset (0–3 km and 0–6 km)
3.3. Extraction of Convective Structures and Point Cloud Construction
3.3.1. Construction of the Shear Metric and Persistence Diagrams
3.3.2. Persistent Homology Computations with Ripser
3.4. Comparison with the Euclidean Metric
3.5. Topological Transport Analysis on via the Wasserstein Distance
3.5.1. Wasserstein Distance on
- the parallel component reflects the propagation and coalescence of cells along the line of maximum shear;
- the perpendicular component captures the lateral entrainment and vortex-driven deformation behind the gust front.
3.5.2. Tracking of High-Intensity Convective Cells
3.6. Persistent Generators Under Shear Metric
3.6.1. Interpretation of the Generators on Radar Images
- In the parallel configuration, points aligned with the shear direction are metrically closer. Persistent generators thus highlight elongated cavities and corridors oriented along the shear, corresponding to regions of differential inflow or stratiform intrusions.
- In the perpendicular configuration, the metric emphasizes transverse contrasts in reflectivity. The resulting generators delineate lateral notches and separations between adjacent convective cores, revealing the transverse segmentation induced by the environmental shear.
3.6.2. Visualization of Generators on Radar Heatmaps
3.6.3. Comparative Analysis of Generators Under (0–3 km) Shear Metrics
3.6.4. Low-to-Mid-Tropospheric Wind Shear (0–6 km)
3.6.5. Synthesis and Concluding Remarks
3.6.6. Robustness Analysis of the Shear-Based Metric
4. Limitations and Perspectives
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
Appendix A. Technical Proofs
Appendix A.1. Proofs for Section “Continuity and Lipschitz Regularity”
Appendix A.2. Proofs for Stability and Vietoris–Rips Compatibility
Appendix A.3. Proof of Proposition 2
- Aligned contribution. By assumption (i), the cost associated with transporting the aligned mass is bounded bysince .
- Residual contribution. By assumption (iii), all lifetimes lie in the interval . Therefore, any unit of mass transported in the residual part travels a distance at most , and the corresponding transport cost satisfies
- Wasserstein–1 bound. The 1-Wasserstein distance is bounded above by the total cost of any admissible coupling. For the coupling constructed above, this yields
- Extension to p-Wasserstein distances. Let denote the diameter of the support of the lifetime distributions. For any admissible coupling between two probability measures supported in , one hassince for all . Taking the infimum over all couplings givesCombining this inequality with the bound derived above yieldswhich concludes the proof.
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Canot, H.; Durand, P.; Frenod, E. Anisotropic Shear Metrics for Persistent Homology and Their Application to Convective Systems. Int. J. Topol. 2026, 3, 6. https://doi.org/10.3390/ijt3010006
Canot H, Durand P, Frenod E. Anisotropic Shear Metrics for Persistent Homology and Their Application to Convective Systems. International Journal of Topology. 2026; 3(1):6. https://doi.org/10.3390/ijt3010006
Chicago/Turabian StyleCanot, Hélène, Philippe Durand, and Emmanuel Frenod. 2026. "Anisotropic Shear Metrics for Persistent Homology and Their Application to Convective Systems" International Journal of Topology 3, no. 1: 6. https://doi.org/10.3390/ijt3010006
APA StyleCanot, H., Durand, P., & Frenod, E. (2026). Anisotropic Shear Metrics for Persistent Homology and Their Application to Convective Systems. International Journal of Topology, 3(1), 6. https://doi.org/10.3390/ijt3010006

