On model selection criteria in multimodel analysis
By Ming Ye, P. Meyer, Shlomo P. Neuman. 2007
269 citations recorded by the source corpus.
Subfields: Environmental Engineering, Water Science and Technology
View Paper: https://www.semanticscholar.org/paper/e2208cd7b2049088f74927c054c2e1a169af57cc
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Environmental Engineering
In Water Science and Technology
Citations in the corpus
- A Bayesian approach for inverse modeling, data assimilation, and conditional simulation of spatial random fields (2010, methodology): “This is the approach pursued by Hoeting et al. [1999], Neuman [2003], and Ye et al. [2008] , which we apply here for the MAD algorithm.”
- Quantification of uncertainty in pedotransfer function‐based parameter estimation for unsaturated flow modeling (2009, methodology): “Pachepsky et al. [2006] suggested that the recently developed method of Bayesian model averaging [Neuman, 2003; Ye et al., 2004, 2005a, 2008 ] is a promising tool for addressing the PTF model uncertainty.”
- Towards a comprehensive assessment of model structural adequacy (2012, methodology): “…Bayesian Model Averaging (MLBMA) approach assigns relative weights to eachmodel based on their ability to explain the observed data [Neuman, 2003; Ye et al., 2004, 2008a]; the relative weights can also be obtained using other methods [Poeter and Anderson, 2005; Poeter and Hill, 2007; Tsai and…”
- Inverse modeling of dynamic nonequilibrium in water flow with an effective approach (2012, methodology): “The Bayesian information criterion (BIC) was computed as [Ye et al., 2008] BIC ¼ 2 ln fpostðp̂jyÞ þ n lnðmÞ (23) [24] The most frequently applied Bayesian measure of complexity and fit is the deviance information criterion (DIC) defined as [Spiegelhalter et al., 2002] DIC ¼ DðpÞ þ 2pD ¼ DðpÞ þ pD…”
- A comparison of seven methods for the inverse modelling of groundwater flow. Application to the characterisation of well catchments (2009, background): “A second reason is that conceptual uncertainties are difficult to be formalized in a rigorous mathematical framework [109,138].”