Vol. 2 (2026): Continuous Publication
Special Section: Mathematical and Computational Modelling of Agricultural and Natural Resource Systems

Multiyear Validation and Mass-Balance Auditing of Richards Simulations on Uniform and Graded Finite-Volume Meshes Using USDA SCAN Observations

José D. Zúniga-Varela Escuela de Matemática y Ciencias de la Computación, Universidad Nacional Autónoma de Honduras, Tegucigalpa, Honduras
Marlon M. López-Flores Laboratório de Inteligência Artificial, Robótica e Cibernética (LIARC), Instituto Militar de Engenharia (IME-RJ), Rio de Janeiro, Brazil
William Campillay-Llanos Departamento de Ciencias Matemáticas y Físicas; Núcleo de Investigación en Producción Alimentaria (NIPA), Universidad Católica de Temuco, Temuco, Chile
https://doi.org/10.7770/jonraf-v2-art2907

Published 2026-09-22

Keywords

  • Richards equation,
  • Temporal validation,
  • Soil moisture,
  • Finite-volume method,
  • Mesh grading,
  • Mass-balance audit
  • ...More
    Less

Abstract

Purpose: We tested whether surface-focused mesh grading reduced spatial discretization error in a finite-volume Richards model, whether grid rankings persisted across seasons, and whether hourly water-balance residuals decreased under temporal refinement. Methods: Hourly observations from the U.S. Department of Agriculture (USDA) Soil Climate Analysis Network (SCAN) at Mahantango Creek, Pennsylvania, were quality controlled and aggregated daily for June–September 2023–2025. Effective parameters were selected from 2023; 2024–2025 were held out. Uniform, logarithmic, and algebraic grids were compared with a 40–640-cell reference sequence. An hourly audit compared 32- and 64-substep predictor–corrector configurations. Results: The combined held-out root mean square error (RMSE) was 0.0292 m3 m-3, and depth-specific Nash–Sutcliffe efficiency (NSE) values were 0.603, 0.777, and 0.875 at 5.1, 10.2, and 20.3 cm. At 40 cells, logarithmic grading reduced mean profile error by 47.9% in calibration and 62.1–71.8% in validation; algebraic grading had the lowest error in all three events. Grid errors were below 0.19% of held-out model–observation RMSE. Doubling boundary substeps reduced the maximum substep residual from 1.41×10-9 to 8.48×10-10 m but increased the maximum hourly residual from 1.26×10-8 to 2.13×10-8 m and the cumulative residual from 2.46×10-7 to 3.74×10-7 m. Conclusions: Surface-focused grading proved transferable across seasons, but its field-scale effect was secondary to forcing, structural, and observational uncertainty. The accounting was internally consistent, but strict temporal convergence was not demonstrated; the benchmark is mass-balance audited, not asymptotically mass-conservative.

Downloads

Download data is not yet available.

References

  1. Allen RG, Pereira LS, Raes D, Smith M (1998) Crop evapotranspiration: guidelines for computing crop water requirements. FAO Irrigation and Drainage Paper 56. Food and Agriculture Organization of the United Nations, Rome. https://www.fao.org/4/x0490e/x0490e00.htm
  2. Bogena HR, Herbst M, Huisman JA, Rosenbaum U, Weuthen A, Vereecken H (2010) Potential of wireless sensor networks for measuring soil water content variability. Vadose Zone Journal 9:1002–1013. https://doi.org/10.2136/vzj2009.0173
  3. Buda AR, Veith TL, Folmar GJ, Feyereisen GW, Bryant RB, Church CD, Schmidt JP, Dell CJ, Kleinman PJA (2011) U.S. Department of Agriculture Agricultural Research Service Mahantango Creek Watershed, Pennsylvania, United States: long-term precipitation database. Water Resources Research 47:W08702. https://doi.org/10.1029/2010WR010058
  4. Caviedes-Voullième D, García-Navarro P, Murillo J (2013) Verification, conservation, stability and efficiency of a finite volume method for the 1D Richards equation. Journal of Hydrology 480:69–84. https://doi.org/10.1016/j.jhydrol.2012.12.008
  5. Celia MA, Bouloutas ET, Zarba RL (1990) A general mass-conservative numerical solution for the unsaturated flow equation. Water Resources Research 26:1483–1496. https://doi.org/10.1029/WR026i007p01483
  6. Dorigo WA, Wagner W, Hohensinn R, Hahn S, Paulik C, Xaver A, Gruber A, Drusch M, Mecklenburg S, van Oevelen P, Robock A, Jackson T (2011) The International Soil Moisture Network: a data hosting facility for global in situ soil moisture measurements. Hydrology and Earth System Sciences 15:1675–1698. https://doi.org/10.5194/hess-15-1675-2011
  7. Dorigo WA, Xaver A, Vreugdenhil M, Gruber A, Hegyiová A, Sanchis-Dufau AD, Zamojski D, Cordes C, Wagner W, Drusch M (2013) Global automated quality control of in situ soil moisture data from the International Soil Moisture Network. Vadose Zone Journal 12(3):1–21. https://doi.org/10.2136/vzj2012.0097
  8. Eymard R, Gutnic M, Hilhorst D (1999) The finite volume method for Richards equation. Computational Geosciences 3:259–294. https://doi.org/10.1023/A:1011547513583
  9. Farthing MW, Ogden FL (2017) Numerical solution of Richards' equation: a review of advances and challenges. Soil Science Society of America Journal 81:1257–1269. https://doi.org/10.2136/sssaj2017.02.0058
  10. Gao H, Zhang J, Liu C, Man J, Chen C, Wu L, Zeng L (2019) Efficient Bayesian inverse modeling of water infiltration in layered soils. Vadose Zone Journal 18:190029, 1–13. https://doi.org/10.2136/vzj2019.03.0029
  11. Hargreaves GH, Samani ZA (1985) Reference crop evapotranspiration from temperature. Applied Engineering in Agriculture 1:96–99. https://doi.org/10.13031/2013.26773
  12. Ireson AM, Spiteri RJ, Clark MP, Mathias SA (2023) A simple, efficient, mass-conservative approach to solving Richards' equation (openRE, v1.0). Geoscientific Model Development 16:659–677. https://doi.org/10.5194/gmd-16-659-2023
  13. Kavetski D, Binning P, Sloan SW (2001) Adaptive time stepping and error control in a mass conservative numerical solution of the mixed form of Richards equation. Advances in Water Resources 24:595–605. https://doi.org/10.1016/S0309-1708(00)00076-2
  14. McKay MD, Beckman RJ, Conover WJ (1979) A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics 21:239–245. https://doi.org/10.1080/00401706.1979.10489755
  15. Milly PCD (1985) A mass-conservative procedure for time-stepping in models of unsaturated flow. Advances in Water Resources 8:32–36. https://doi.org/10.1016/0309-1708(85)90078-8
  16. Mittelbach H, Lehner I, Seneviratne SI (2012) Comparison of four soil moisture sensor types under field conditions in Switzerland. Journal of Hydrology 430–431:39–49. https://doi.org/10.1016/j.jhydrol.2012.01.041
  17. Mualem Y (1976) A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resources Research 12:513–522. https://doi.org/10.1029/WR012i003p00513
  18. Nash JE, Sutcliffe JV (1970) River flow forecasting through conceptual models. Part I—A discussion of principles. Journal of Hydrology 10:282–290. https://doi.org/10.1016/0022-1694(70)90255-6
  19. Richards LA (1931) Capillary conduction of liquids through porous mediums. Physics 1:318–333. https://doi.org/10.1063/1.1745010
  20. Schaap MG, Leij FJ, van Genuchten MT (2001) ROSETTA: a computer program for estimating soil hydraulic parameters with hierarchical pedotransfer functions. Journal of Hydrology 251:163–176. https://doi.org/10.1016/S0022-1694(01)00466-8
  21. Scharnagl B, Vrugt JA, Vereecken H, Herbst M (2011) Inverse modelling of in situ soil water dynamics: investigating the effect of different prior distributions of the soil hydraulic parameters. Hydrology and Earth System Sciences 15:3043–3059. https://doi.org/10.5194/hess-15-3043-2011
  22. Šimůnek J, Jarvis NJ, van Genuchten MT, Gårdenäs A (2003) Review and comparison of models for describing non-equilibrium and preferential flow and transport in the vadose zone. Journal of Hydrology 272:14–35. https://doi.org/10.1016/S0022-1694(02)00252-4
  23. Šimůnek J, Hopmans JW (2009) Modeling compensated root water and nutrient uptake. Ecological Modelling 220:505– https://doi.org/10.1016/j.ecolmodel.2008.11.004
  24. Šimůnek J, van Genuchten MT, Šejna M (2016) Recent developments and applications of the HYDRUS computer software packages. Vadose Zone Journal 15(7):1–25. https://doi.org/10.2136/vzj2016.04.0033
  25. Šimůnek J, Brunetti G, Jacques D, van Genuchten MT, Šejna M (2024) Developments and applications of the HYDRUS computer software packages since 2016. Vadose Zone Journal 23(4):e20310. https://doi.org/10.1002/vzj2.20310
  26. Svyatsky D, Lipnikov K (2017) A second-order accurate finite volume scheme with the discrete maximum principle for solving Richards' equation on unstructured meshes. Advances in Water Resources 104:114–126. https://doi.org/10.1016/j.advwatres.2017.03.015
  27. USDA Natural Resources Conservation Service (2024) Report Generator Help Guide. National Water and Climate Center. https://www.nrcs.usda.gov/resources/data-and-reports/report-generator. Accessed 11 July 2026.
  28. USDA Natural Resources Conservation Service (n.d.-a) Soil Climate Analysis Network. https://www.nrcs.usda.gov/resources/data-and-reports/soil-climate-analysis-network. Accessed 11 July 2026.
  29. USDA Natural Resources Conservation Service (n.d.-b) Mahantango Ck (2028): site information and reports. https://wcc.sc.egov.usda.gov/nwcc/site?sitenum=2028. Accessed 11 July 2026.
  30. van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal 44:892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x
  31. Virtanen P, Gommers R, Oliphant TE, et al. (2020) SciPy 1.0: fundamental algorithms for scientific computing in Python. Nature Methods 17:261–272. https://doi.org/10.1038/s41592-019-0686-2
  32. Zhang Y, Schaap MG (2017) Weighted recalibration of the Rosetta pedotransfer model with improved estimates of hydraulic parameter distributions and summary statistics (Rosetta3). Journal of Hydrology 547:39–53. https://doi.org/10.1016/j.jhydrol.2017.01.004