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  • 1
    Publication Date: 2014-02-07
    Description: This study evaluated three algorithms of the iterative ensemble Kalman filter (EnKF). They are Confirming EnKF, Restart EnKF, and modified Restart EnKF developed to resolve the inconsistency problem (i.e., updated model parameters and state variables do not follow the Richards equation) in vadose zone data assimilation due to model nonlinearity. While Confirming and Restart EnKF were adapted from literature, modified Restart EnKF was developed in this study to reduce computational costs by calculating only the mean simulation, not all the ensemble realizations, from time t = 0. A total of 11 cases were designed to investigate the performance of EnKF, Confirming EnKF, Restart EnKF, and modified Restart EnKF with different types and spatial configurations of observations (pressure head and water content) and different values of observation error variance, initial guess of ensemble mean and variance, ensemble size, and damping factor. The numerical study showed that Confirming EnKF produced considerable inconsistency for the nonlinear unsaturated flow problem, which differs from the apparent consensus opinion that Confirming EnKF can resolve the inconsistency problem. In contrast, Restart EnKF and its modification can resolve the inconsistency problem. Restart EnKF and its modification outperformed EnKF and Confirming EnKF in the various cases considered in this study. It ws also found that combining different types of observations can achieve better assimilation results, which is useful for monitoring network design.
    Electronic ISSN: 1539-1663
    Topics: Geosciences , Agriculture, Forestry, Horticulture, Fishery, Domestic Science, Nutrition
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  • 2
    Publication Date: 2013-05-18
    Description: Changes in soil hydraulic properties with depth are common in field soils and need to be described in numerical simulations. Water content is undesirable to calculate Darcian flux since it is not continuous across boundaries between different soil layers. A general form of the one-dimensional water content–based Richards equation, which was first derived by Hills et al., is adopted here to simulate one-dimensional unsaturated flow in gradational soils by adding a correction term. For cell-centered grid, several algorithms are presented to find the correction term for the two nodes in the vicinity of the layer interface. For vertex-centered grid, the dyadic values of water content at the interface are represented by one sole water content value through the introduction of composite soil water curve. The proposed algorithms are implemented in an iterative model, and then the model is tested with several synthetic cases in gradational soil and layered soil. The water content–based Richards equation leads to superior numerical performance in terms of mass conservation, accuracy, and efficiency over the mixed form Richards equation, especially for the flow in relatively dry soil and with coarse grid. In layered soil, it is found that the algorithm based on vertex-centered grid is the most robust among all the methods discussed here.
    Electronic ISSN: 1539-1663
    Topics: Geosciences , Agriculture, Forestry, Horticulture, Fishery, Domestic Science, Nutrition
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