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Solute transport: general

The page corresponds to the General Solute Transport Information dialog of HYDRUS-1D: the numerical scheme, the transport model and the names of the solutes. The equations are in solute transport.

The page Solute transport: general.
The page Solute transport: general.

Numerical scheme

InputDescription
Time weighting ε0 explicit, 0.5 Crank–Nicolson (default, second order), 1 fully implicit
Max. iterations (non-linear)iterations per time step with non-linear sorption
Absolute / relative concentration toleranceconvergence of the iteration with non-linear sorption
Stability criterion Pe_critPe·Cr ≤ Pe_crit (default 2) Perrochet and Berod (1993)
Upstream weightingupstream-weighted finite elements Christie et al. (1976) instead of Galerkin; damps oscillations at sharp fronts
Add artificial dispersionwith Galerkin elements, artificial dispersion is added where the stability criterion is not met

See numerical solution and discretization.

Transport model

InputDescription
Tortuosity factormolecular diffusion reduced by the tortuosity of the liquid and gas phases, after Millington and Quirk (1961) or Moldrup and Olesen Moldrup et al. (1997); Moldrup et al. (2000)
Non-equilibrium phase initially in equilibriumthe initial kinetically sorbed or immobile concentrations are in equilibrium with the liquid
Initial conditions as total solute massthe initial concentrations of the profile are total masses per volume of soil
Reported concentrationresident (volume-averaged) or flux-averaged concentrations
Dual non-equilibriummobile–immobile water plus kinetic sorption sites in the mobile zone (needs θim > 0) Šimůnek and van Genuchten (2008)
Decay products … to the non-equilibrium phasethe daughter products of the kinetically sorbed mass enter the kinetic sites of the next solute (lNEquil)
Colloid / virus / bacteria transporttwo kinetic attachment–detachment sites with blocking and straining Schijven and Šimůnek (2002); Bradford et al. (2003) (colloids); optionally with attachment from filtration theory
Temperature dependenceArrhenius dependence of the transport and reaction parameters Stumm and Morgan (1981)
Water content dependent reaction ratesafter Walker (1974) or trapezoidal functions per reaction (theory)

Solutes

The names of the solutes (as many as set on Processes & units). Solutes form a decay chain: solute k is produced from solute k−1 by the first-order coefficients γ on the reaction page.

Literature cited in this topic

  • Bradford, S. A., J. Šimůnek, M. Bettahar, M. Th. van Genuchten, and S. R. Yates (2003). Modeling colloid attachment, straining, and exclusion in saturated porous media. Environmental Science & Technology 37(10): 2242–2250. doi:10.1021/es025899u
  • Christie, I., D. F. Griffiths, A. R. Mitchell, and O. C. Zienkiewicz (1976). Finite element methods for second order differential equations with significant first derivatives. International Journal for Numerical Methods in Engineering 10(6): 1389–1396. doi:10.1002/nme.1620100617
  • Millington, R. J., and J. P. Quirk (1961). Permeability of porous solids. Transactions of the Faraday Society 57: 1200–1207. doi:10.1039/TF9615701200
  • Moldrup, P., T. Olesen, D. E. Rolston, and T. Yamaguchi (1997). Modeling diffusion and reaction in soils: VII. Predicting gas and ion diffusivity in undisturbed and sieved soils. Soil Science 162(9): 632–640.
  • Moldrup, P., T. Olesen, J. Gamst, P. Schjønning, T. Yamaguchi, and D. E. Rolston (2000). Predicting the gas diffusion coefficient in repacked soil: water-induced linear reduction model. Soil Science Society of America Journal 64(5): 1588–1594. doi:10.2136/sssaj2000.6451588x
  • Perrochet, P., and D. Berod (1993). Stability of the standard Crank-Nicolson-Galerkin scheme applied to the diffusion-convection equation: some new insights. Water Resources Research 29(9): 3291–3297. doi:10.1029/93WR00927
  • Schijven, J. F., and J. Šimůnek (2002). Kinetic modeling of virus transport at the field scale. Journal of Contaminant Hydrology 55(1–2): 113–135. doi:10.1016/S0169-7722(01)00188-7
  • Stumm, W., and J. J. Morgan (1981). Aquatic Chemistry. 2nd ed., John Wiley & Sons, New York, 780 pp.
  • Walker, A. (1974). A simulation model for prediction of herbicide persistence. Journal of Environmental Quality 3(4): 396–401. doi:10.2134/jeq1974.00472425000300040021x
  • Šimůnek, J., and M. Th. van Genuchten (2008). Modeling nonequilibrium flow and transport processes using HYDRUS. Vadose Zone Journal 7(2): 782–797. doi:10.2136/vzj2007.0074

All sources: References.