Effect of the shape of the soil hydraulic functions near saturation on variably-saturated flow predictions

By T. Vogel, M. T. V. Genuchten, M. Císlerová. 2000

416 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Environmental Engineering, Management, Monitoring, Policy and Law

View Paper: https://www.semanticscholar.org/paper/032dc1093f9098bdf7c55d61f5aed17892f465a9

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In Civil and Structural Engineering

In Environmental Engineering

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Citations in the corpus

Comparison of Three Multiobjective Optimization Algorithms for Inverse Modeling of Vadose Zone Hydraulic Properties (2008, methodology): “…simplex method (Pan and Wu, 1998), genetic algorithms (Takeshita and Kohno, 1999; Vrugt et al., 2001), multilevel grid sampling strategies (Abbaspour et al., 2001), ant-colony optimization (Abbaspour et al., 2001), and shuffl ed complex methods (Vrugt and Bouten, 2002; Mertens et al., 2005, 2006).”
Combining multiobjective optimization and Bayesian model averaging to calibrate forecast ensembles of soil hydraulic models (2008, methodology): “The modified Mualem-van Genuchten model (nonhysteretic) (MVG [Vogel et al., 2001]) is as follows: Se ¼ q qr qs qr ¼ qr þ 1 1þ ahj jn½ m h hs 1 h hs 8 : ð8Þ K Seð Þ ¼ KsSle 1 1 S1=me mh i2 ð9Þ W12432 WÖHLING AND VRUGT: BAYESIAN MODEL AVERAGING OF SOIL HYDRAULIC MODELS 3 of 18 W12432 where Se is…”
Using Pedotransfer Functions to Estimate the van Genuchten–Mualem Soil Hydraulic Properties: A Review (2010, background): “Very similar to the approach by Vogel et al. (2000), Ippisch et al. (2006) introduced an airentry value in Eq.”
Effect of grid size on effective parameters and model performance of the MIKE‐SHE code (2002, methodology): “…ranges of hydraulic conductivity and specific yield for the different geological layers were based on values from literature sources (among others: Anderson and Woessner, 1992; Bagarello and Iovino, 1999; Carabin and Dassargues, 1999; Vogel et al., 2000) for comparable formations (Tables I and II).”
Three-phase numerical model of water migration in partially frozen geological media: model formulation, validation, and applications (2011, background): “Note that Eq. 10 does not allow a nonzero air entry pressure, but modifications that accommodate a nonzero air entry pressure have been developed [ 19 ].”
Numerical Solution of Richards' Equation: A Review of Advances and Challenges (2017, background): “A far-from-exhaustive sample includes (Forsyth et al., 1995; Tocci et al., 1997; van Dam and Feddes, 2000; Vogel et al., 2001; Kavetski et al., 2001a; Farthing et al., 2003b; Bause and Knabner, 2004; Manzini and Ferraris, 2004; D’Haese et al., 2007; Kees et al., 2008; Vogel and Ippisch, 2008; Juncu ”