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Pillar 1 — Soil Reanalysis Product

1. Why a “soil reanalysis”?

Atmospheric science has weather reanalysis — a continuously updated, physically consistent estimate of the state of the atmosphere that blends models with all available observations (e.g. ERA5-Land Muñoz-Sabater et al., 2021). Geohazard prediction needs the analogous product for the ground: a soil reanalysis that estimates the state of soils and shallow subsurface water at the space and time scales relevant to hazards and resource management — tens of meters and sub-daily, resolving the hillslope and the vadose-to-water-table column, not the 9–25 km surface layer that global products deliver.

The defining idea is to build a holistic, multi-perspective state of the soil’s hydromechanics, because two coupled subsystems jointly govern hazard susceptibility:

  1. Water partitioning — how water infiltrates as soil moisture, drains to the groundwater table, and returns to the atmosphere through evaporation and capillary rise. This is the unsaturated-flow problem Richards, 1931 closed by a soil-water retention curve Genuchten, 1980.

  2. Mechanical state — how water content and lithological structure control the elastic properties of a granular or fractured-rock model of the soil, and therefore its cohesion and strength. Increasing saturation lowers suction and effective stress Lu et al., 2010, reducing the strength that resists slope failure and liquefaction.

No existing product delivers both, coupled, at hazard scale. That gap is what Pillar 1 fills, and it is what distinguishes a soil reanalysis from a soil-moisture product. The mapping from observations to these state variables — turning time-lapse seismic velocity into water-table depth and saturation — is developed in Soil Hydromechanical Memory.

2. State variables

The product estimates, in space and time, the variables that downstream hazard and resource models use:

VariableSymbolUsed by
Vadose-zone saturation / soil moistureSw(x,z,t)S_w(x,z,t)landslide triggering, flood runoff, liquefaction
Water-table depth / hydraulic headdwt(x,t)d_{wt}(x,t), h(x,t)h(x,t)deep-seated landslides, groundwater resources
Effective stress / suction stressσ(x,z,t)\sigma'(x,z,t)slope stability, ground failure
Elastic moduli / stiffnessG(x,z,t)G(x,z,t)ground-motion site response, dv/vdv/v forward model
Static soil & lithologic propertiestexture, KsatK_{sat}, depth-to-bedrock, ϕ\phipriors for all of the above

These feed the Hazards pages and the resource-management work in Groundwater & Soil Moisture. Landscape-evolution and debris-flow surrogates built on Landlab Hobley et al., 2017Barnhart et al., 2020, and the ground-failure / liquefaction models in ModelHub, each require a specific subset of these layers — defining that requirement list is a core DataHub task (§5).

3. Data to build the state of soils

The data are multi-scale, multi-source, and span static to highly dynamic in time. We organize them into a small taxonomy, and require every layer to carry an explicit provenance statement: data source · sensor/measurement · resolution · uncertainty.

3.1 Static soil & terrain properties

Type, texture, lithology, depth to bedrock, and topography. National-to-global digital soil-mapping products provide priors: POLARIS at 30 m Chaney et al., 2019, the USGS SOLUS100 soil layers (100 m, used today in our debris-flow data prep — §5), SoilGrids globally Hengl et al., 2017Poggio et al., 2021, and USDA SSURGO/gSSURGO. Topography comes from the USGS 10 m DEM. These set the parameter priors (ϕ\phi, retention parameters, KsatK_{sat}) for the physics, but they are static and smooth meter-scale heterogeneity.

3.3 Two observational modalities (with honest limitations)

Ground-based sensors stream data at uneven cadence from very heterogeneous sources, but gaia-cli and agentic download give us good access. These are our ground truth, both climatological and hydrological:

Satellite imagery offers good spatial but sparse temporal resolution, and is so-so for soils. Several caveats must be handled explicitly:

4. State of the art — and the gap GAIA fills

Mature products exist for pieces of this problem, but none delivers a hazard-scale, hydro-mechanical soil state.

ProductNative resolutionWhat it providesLimitation for PNW hazards
ERA5-Land Muñoz-Sabater et al., 2021~9 km, hourlysoil moisture/temp, snow, ETtoo coarse for ridge–valley gradients; no land DA
GLDAS / NLDAS-2 Rodell et al., 2004Xia et al., 201212–25 km, sub-dailymulti-layer moisture, fluxesorographic precip/snow smoothed
SMAP L4 Reichle et al., 20179 km, 3-hourlysurface + root-zone moistureEnKF on Catchment model; degraded under forest/snow
SMOS / ESA CCI Kerr et al., 2010Dorigo et al., 201725–50 km, dailysurface moisturemasked over forest, complex terrain, snow
NOAA NWM Cosgrove et al., 20241 km land, hourlystreamflow, moisture, snowsparse high-elevation gauging
ParFlow-CONUS / HydroFrame Maxwell et al., 20151 km3D groundwater, water tablehillslope/perched water tables unresolved
SoilGrids / POLARIS Poggio et al., 2021Chaney et al., 201930–250 m, statictexture, KsatK_{sat}, retentionstatic; uncertain on steep forested slopes
GRACE/-FO Tapley et al., 2004>100 km, monthlytotal water storage anomalyfar too coarse; regional context only

How GAIA differentiates — Pillar 1 is designed to complement, not duplicate, these:

  1. Hydromechanical, not just hydrological. We estimate effective stress, stiffness, and strength — the variables that actually govern failure — by coupling water and mechanics (Soil Hydromechanical Memory). Comparable products stop at moisture.

  2. Hazard-relevant resolution and depth. Tens of meters, sub-daily, resolving the vadose-to-water-table column rather than a 0–5 cm surface layer.

  3. Geophysical in-situ constraint. Dense seismic/DAS dv/vdv/v and strain give direct subsurface state observations — a modality no listed product uses.

  4. Physically-informed fusion with explicit provenance. We fuse sparse ground truth with satellite imagery (§3.3) and track per-layer footprint and uncertainty, rather than letting downscaling artifacts leak downstream.

  5. Operational and cloud-native. Delivered through DataHub/gaia-cli as a continuously updated state, not a static climatology — feeding the nowcast and forecast in real time.

  6. Targeted where global products are weakest — the forested, snow-affected, steep PNW.

5. Homogenization and the GAIA DataHub

The scientific core of Pillar 1 is a homogenization scheme that fuses heterogeneous ground sensors with satellite imagery into improved space–time fields of the soil’s hydromechanical state — proper interpolation and gap-filling regularized by physical models, not statistical regridding (which propagates the footprint artifacts of §3.3).

GAIA already has the skeleton of a DataHub to build this on; Pillar 1’s job is to make the soil state a first-class product within it. The current architecture is a convention with three layers:

The gap Pillar 1 closes. Today gaia-cli and the STAC catalogs mostly cover precipitation/meteorology, while the soil layers the hazard models actually use are still produced by ad-hoc pipelines and only retroactively cataloged, or not at all. The same SOLUS100 layers appear twice — as hardcoded GCS URLs inside fire-debrisflow-ml / landlab-debrisflow (which also commit personal absolute paths like /mnt/c/Users/.../Downloads/...) and as a structured catalog in solus-stac — with no shared mechanism. Two soil vocabularies run in parallel (SOLUS100 at 100 m vs POLARIS at 30 m in landslide-digital-twin), and the liquefaction & ground-failure work in da-seis-groundfailure has no soil inputs wired yet. The Soil Reanalysis Product is precisely the layer that closes this gap.

Recommended DataHub work (steered by this use case):

The concrete, repo-by-repo migration steps and the “DataHub-ready” checklist live in the DataHub Integration Guide — the guide the data-prep repositories can improve from.

6. Evaluation & metrics

Pillar 1 outputs are validated against the ground-truth networks of §3.3 — see HazEvalHub:

7. Open questions & roadmap

References

References
  1. Muñoz-Sabater, J., Dutra, E., Agustí-Panareda, A., Albergel, C., & others. (2021). ERA5-Land: a state-of-the-art global reanalysis dataset for land applications. Earth System Science Data, 13(9), 4349–4383. 10.5194/essd-13-4349-2021
  2. Richards, L. A. (1931). Capillary conduction of liquids through porous mediums. Physics, 1(5), 318–333. 10.1063/1.1745010
  3. van Genuchten, M. Th. (1980). A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5), 892–898. 10.2136/sssaj1980.03615995004400050002x
  4. Lu, N., Godt, J. W., & Wu, D. T. (2010). A closed-form equation for effective stress in unsaturated soil. Water Resources Research, 46(5), W05515. 10.1029/2009WR008646
  5. Hobley, D. E. J., Adams, J. M., Nudurupati, S. S., Hutton, E. W. H., & others. (2017). Creative computing with Landlab: an open-source toolkit for building, coupling, and exploring two-dimensional numerical models of Earth-surface dynamics. Earth Surface Dynamics, 5(1), 21–46. 10.5194/esurf-5-21-2017
  6. Barnhart, K. R., Hutton, E. W. H., Tucker, G. E., Gasparini, N. M., & others. (2020). Short communication: Landlab v2.0: a software package for Earth surface dynamics. Earth Surface Dynamics, 8(2), 379–397. 10.5194/esurf-8-379-2020
  7. Chaney, N. W., Minasny, B., Herman, J. D., Nauman, T. W., & others. (2019). POLARIS Soil Properties: 30-m Probabilistic Maps of Soil Properties Over the Contiguous United States. Water Resources Research, 55(4), 2916–2938. 10.1029/2018WR022797
  8. Hengl, T., Mendes de Jesus, J., Heuvelink, G. B. M., Ruiperez Gonzalez, M., & others. (2017). SoilGrids250m: Global gridded soil information based on machine learning. PLOS ONE, 12(2), e0169748. 10.1371/journal.pone.0169748
  9. Poggio, L., de Sousa, L. M., Batjes, N. H., Heuvelink, G. B. M., & others. (2021). SoilGrids 2.0: producing soil information for the globe with quantified spatial uncertainty. SOIL, 7(1), 217–240. 10.5194/soil-7-217-2021
  10. Guzzetti, F., Peruccacci, S., Rossi, M., & Stark, C. P. (2008). The rainfall intensity–duration control of shallow landslides and debris flows: an update. Landslides, 5(1), 3–17. 10.1007/s10346-007-0112-1
  11. Dorigo, W., Himmelbauer, I., Aberer, D., Schremmer, L., & others. (2021). The International Soil Moisture Network: serving Earth system science for over a decade. Hydrology and Earth System Sciences, 25(11), 5749–5804. 10.5194/hess-25-5749-2021
  12. Sens-Schönfelder, C., & Wegler, U. (2006). Passive image interferometry and seasonal variations of seismic velocities at Merapi Volcano, Indonesia. Geophysical Research Letters, 33(21), L21302. 10.1029/2006GL027797
  13. Clements, T., & Denolle, M. A. (2018). Tracking Groundwater Levels Using the Ambient Seismic Field. Geophysical Research Letters, 45(13), 6459–6465. 10.1029/2018GL077706
  14. Mao, S., Lecointre, A., van der Hilst, R. D., & Campillo, M. (2022). Space-time monitoring of groundwater fluctuations with passive seismic interferometry. Nature Communications, 13, 4643. 10.1038/s41467-022-32194-3
  15. Reichle, R. H., De Lannoy, G. J. M., Liu, Q., Ardizzone, J. V., & others. (2017). Assessment of the SMAP Level-4 Surface and Root-Zone Soil Moisture Product Using In Situ Measurements. Journal of Hydrometeorology, 18(10), 2621–2645. 10.1175/JHM-D-17-0063.1