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van Genuchten parameter

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Images of randomly generated van Genuchten parameter fields for loam used in the simulations. (a) log(Ks) with Ks in centimeters per day; (b) log(α) with α in (1/cm), |R|2 = 1.0; (c) log(α) with α in (1/cm), |R|2 = 0.1; (d) log(n − 1), |R|2 = 1.0; (e) log(n − 1), |R|2 = 0.1.
Published: 01 November 2002
Fig. 1. Images of randomly generated van Genuchten parameter fields for loam used in the simulations. (a) log( K s ) with K s in centimeters per day; (b) log(α) with α in (1/cm), | R | 2 = 1.0; (c) log(α) with α in (1/cm), | R | 2 = 0.1; (d) log( n − 1), | R | 2 = 1.0; (e) log( n − 1
Journal Article
Published: 01 November 2002
Vadose Zone Journal (2002) 1 (2): 261–272.
...Fig. 1. Images of randomly generated van Genuchten parameter fields for loam used in the simulations. (a) log( K s ) with K s in centimeters per day; (b) log(α) with α in (1/cm), | R | 2 = 1.0; (c) log(α) with α in (1/cm), | R | 2 = 0.1; (d) log( n − 1), | R | 2 = 1.0; (e) log( n − 1...
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First thumbnail for: Spatial Averaging of <span class="search-highlight...
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Normalized parameter ranges for each of the Mualem–van Genuchten parameters in the HYDRUS-1D model using the three-criteria {F0.4, F1.0, F2.6} calibration with AMALGAM. Each line going from left to right across the plot denotes a single Pareto solution. The squared plot at the right-hand side represents a three-dimensional projection of the objective space of the Pareto solution set. The single-objective solutions for F0.4, F1.0, and F2.6 are indicated in red, blue, and black, respectively.
Published: 01 May 2008
F ig . 7. Normalized parameter ranges for each of the Mualem–van Genuchten parameters in the HYDRUS-1D model using the three-criteria { F 0.4 , F 1.0 , F 2.6 } calibration with AMALGAM. Each line going from left to right across the plot denotes a single Pareto solution. The squared plot
Journal Article
Published: 01 February 2013
Vadose Zone Journal (2013) 12 (1): vzj2011.0203.
... algorithm that uses a vertical electrical conductivity profile and auxiliary hydrologic data to estimate the van Genuchten parameters and saturated hydraulic conductivity of a homogeneous unsaturated zone. Using a synthetic case, we analyzed the method’s accuracy and sensitivity to temporal and spatial...
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The values of Mualem–van Genuchten parameters α and n per layer for different aggregation levels. Each dot is a parameter value for a particular land unit, each + represents the mean of the parameter values per aggregation level. The dots are jittered per aggregation level to distinguish the individual parameter values. The parameter values for Aggregation Level 0 correspond with the values in Table 2.
Published: 01 August 2007
F ig . 8. The values of Mualem–van Genuchten parameters α and n per layer for different aggregation levels. Each dot is a parameter value for a particular land unit, each + represents the mean of the parameter values per aggregation level. The dots are jittered per aggregation level
Journal Article
Published: 01 August 2016
Vadose Zone Journal (2016) 15 (8): vzj2015.10.0136.
... of the coarser sands was found to be far more sensitive to porosity than the finer sands. Simulations of unsaturated conditions showed that the van Genuchten hydraulic parameter α increased nonlinearly with increasing grain size and mean pore body size of the sand mixtures. Compaction caused a linear decrease...
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First thumbnail for: Effects of Sand Compaction and Mixing on Pore Stru...
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Journal Article
Published: 01 May 2011
Vadose Zone Journal (2011) 10 (2): 675–682.
....) orchard in Homestead, FL. Hydrostatic conditions were identified and van Genuchten parameters were determined using the filtered data set and the van Genuchten equation; accuracy of the predictions was assessed with the Nash–Sutcliffe coefficient of efficiency ( C eff ). The greatest variability in soil...
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First thumbnail for: Predicting Soil Water Content Using the “Drained t...
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Journal Article
Published: 01 February 2013
Vadose Zone Journal (2013) 12 (1): vzj2011.0150.
... sensitivity of different outputs (cumulative outflow, water content, and pressure head at different positions inside the column) to the Mualem–van Genuchten parameters was analyzed. In addition, the marginal effects of the parameters on the different outputs were analyzed across their entire uncertainty range...
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First thumbnail for: Use of Global Sensitivity Analysis to Help Assess ...
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Journal Article
Published: 01 August 2013
Vadose Zone Journal (2013) 12 (3): vzj2013.01.0035.
... using a pedotransfer function. On the basis of sensitivity analysis, hydraulic conductivity k s and van Genuchten parameter n were found to be most sensitive, and these two parameters were therefore subject to calibration at each site using the parameter estimation code PEST. From the calibrated models...
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First thumbnail for: Estimation of Regional Groundwater Recharge Using ...
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Journal Article
Published: 01 August 2015
Vadose Zone Journal (2015) 14 (8): vzj2015.02.0032.
... van Genuchten parameters. The method of mean relative difference (MRD) of soil moisture was used as a diagnostic tool for assessing different climate and soil controls on SMSP. The results show that instead of being controlled by climate variables (e.g., precipitation and potential evapotranspiration...
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First thumbnail for: Field Observations of Regional Controls of Soil Hy...
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Journal Article
Published: 01 October 2016
Vadose Zone Journal (2016) 15 (10): vzj2016.04.0029.
..., and, if present, the microrelief. In this study, this dependency was used to determine the effective van Genuchten parameters by Bayesian inversion assuming a uniform soil profile. We applied our concept to field data from a peatland with microrelief. Results indicated that observations of water table rises...
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First thumbnail for: Deriving Effective Soil Water Retention Characteri...
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Journal Article
Published: 01 December 2015
Vadose Zone Journal (2015) 14 (12): vzj2015.06.0089.
.../N ratio. Differences between intrinsic and actual hydraulic properties increased with prolonged dry periods. Contact angles correlated with the air-entry value (inverse of van Genuchten parameter α). This finding offers a way to account for SWR in hydraulic models. * Corresponding author...
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First thumbnail for: Soil Water Repellency and its Impact on Hydraulic ...
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Journal Article
Published: 01 February 2009
Vadose Zone Journal (2009) 8 (1): 127–135.
...' equation a function of the matric potential is derived to solve the problem of vertical-up, vertical-down and horizontal water infiltration into a sand. The effect of van Genuchten's shape parameters of the soil water retention curve on the application of the solution to other porous media was investigated...
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Journal Article
Published: 01 August 2007
Vadose Zone Journal (2007) 6 (3): 638–650.
...F ig . 8. The values of Mualem–van Genuchten parameters α and n per layer for different aggregation levels. Each dot is a parameter value for a particular land unit, each + represents the mean of the parameter values per aggregation level. The dots are jittered per aggregation level...
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First thumbnail for: Comparing Performance and <span class="search-high...
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Journal Article
Published: 01 January 2006
Vadose Zone Journal (2006) 5 (1): 341–355.
... pedotransfer functions are originally not developed for this purpose. State-space models estimated the spatial process of hydraulic conductivity at a soil water pressure head of −50 cm and the van Genuchten parameter n with relatively narrow confidence bands, whereas for α confidence was larger. Geoelectrical...
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First thumbnail for: Spatial Association among Soil Hydraulic Propertie...
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Journal Article
Published: 01 May 2005
Vadose Zone Journal (2005) 4 (2): 255–263.
..., a methodology is presented for matching Gardner and van Genuchten parameters. The new solution is more realistic than the previous solution for a spherical inclusion with a sorptive number the same as the background but is computationally more tedious. * Corresponding author ( [email protected] ) 11...
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Published: 01 June 2016
Table 1.  Physical and theoretical properties and model parameters of sands and clays for seismic velocity calculations. van Genuchten parameters ( van Genuchten, 1980 ) are calibrated for capillary pressures in sands (psi) and clays (kPa).
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HYDRUS 2D models of water flow: (A) uniform water flow through homogeneous aggregates with similar interior regions, (B) water flow limited to exterior layers due to heterogeneous regions within aggregate interiors. To model the water movement inside the aggregates, the van Genuchten parameters were defined for each aggregate layer (Table 1). The values of f were used to define θS. The parameters θR, α, and n were taken from Rosetta v. 1.0 (1999). To compare the water movement in different aggregate configurations, the water flow was modeled with the same and different texture distributions, implying different values for the van Genuchten parameters and Ks. A constant hydraulic gradient of 50 hPa was applied across the soil aggregate to generate the water flow (left to right).
Published: 01 May 2007
distributions, implying different values for the van Genuchten parameters and K s . A constant hydraulic gradient of 50 hPa was applied across the soil aggregate to generate the water flow (left to right).
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Distribution of effective saturation. See text for Gardner and matched van Genuchten parameters.
Published: 01 May 2005
Fig. 6. Distribution of effective saturation. See text for Gardner and matched van Genuchten parameters.
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Measured and calculated soil water retention. Calculated values were obtained by fitting the van Genuchten (1980) soil water retention function to retention data from a multistep outflow experiment. Optimized soil water retention parameters: saturated volumetric soil water content θs = 0.339 ∼ porosity ϕ, van Genuchten parameters αvg = 0.0344 cm−1 and nvg = 1.297. The value of the residual volumetric soil water content θr was not optimized but fixed to 0.01.
Published: 01 November 2009
F ig . 2. Measured and calculated soil water retention. Calculated values were obtained by fitting the van Genuchten (1980) soil water retention function to retention data from a multistep outflow experiment. Optimized soil water retention parameters: saturated volumetric soil water content θ