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Journal ArticleDOI

Evaluating Interactions between Groundwater and Vadose Zone Using the HYDRUS-Based Flow Package for MODFLOW

TLDR
In this article, the authors compared the performance of the HYDRUS package with other contemporary modeling approaches used to characterize vadose zone effects in groundwater models, and found that the HYdrUS package provided a much more efficient alternative to VSF for this large-scale groundwater problem and could better account for vaderose zone processes than the UZF1 and REC-ET packages.
Abstract
In the past, vadose zone processes in groundwater flow models were dramatically simplified (or even neglected) due to constraints on computational resources. The one-dimensional unsaturated flow package HYDRUS, recently developed for the groundwater model MODFLOW, was evaluated and compared with other contemporary modeling approaches used to characterize vadose zone effects in groundwater models. Being fully incorporated into the MODFLOW program, the HYDRUS package provides MODFLOW with recharge fluxes at the water table, while MODFLOW provides HYDRUS with the position of the groundwater table that is used as the bottom boundary condition in the package. The performance of the HYDRUS package was analyzed for three case studies of increasing complexity: (i) a one-dimensional infiltration experiment; (ii) a two-dimensional water table recharge experiment; and (iii) a hypothetical regional-scale groundwater flow problem. The computational need and modeling efficiency of the HYDRUS package was compared with other relevant MODFLOW packages (VSF, UZF1, and REC-ET). For smaller scale problems (up to two dimensions), the VSF process and the HYDRUS and UZF1 packages performed comparably well in terms of modeling efficiency and simulation times. Because of the high computational demand, it was not feasible to use the VSF process on a typical personal computer for the hypothetical large-scale groundwater problem. The HYDRUS package provided a much more efficient alternative to VSF for this large-scale groundwater problem and could better account for vadose zone processes than the UZF1 and REC-ET packages. For large-scale groundwater problems, the HYDRUS package provides an optimal tradeoff between computational effort and accuracy of model simulations for coupled vadose zone–groundwater problems.

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Journal ArticleDOI

Development and Applications of the HYDRUS and STANMOD Software Packages and Related Codes

TL;DR: A review of the history of development, main processes involved, and selected applications of HYDRUS and related models and software packages developed collaboratively by several groups in the United States, the Czech Republic, Israel, Belgium, and the Netherlands can be found in this paper.
Journal ArticleDOI

Recent Developments and Applications of the HYDRUS Computer Software Packages

TL;DR: Review of selected capabilities of HYDRUS implemented since 2008 New standard and nonstandard specialized add‐on modules significantly expanded capabilities of the software.
Journal ArticleDOI

Numerical Solution of Richards' Equation: A Review of Advances and Challenges

TL;DR: A universally robust and accurate solution methodology has not yet been identified that is applicable across the range of soils, initial and boundary conditions found in practice, and alternative solution approaches or methods are needed.
Journal ArticleDOI

Modeling Coupled Surface-Subsurface Flow Processes: A Review

TL;DR: In this article, three different coupling schemes are identified, namely, uncoupled, iteratively coupled, and fully coupled, with the degenerated coupled scheme being a special case of the uncoupling scheme.
Journal ArticleDOI

A process-based, distributed hydrologic model based on a large-scale method for surface–subsurface coupling

TL;DR: In this paper, a distributed hydrologic model PAWS (Process-based Adaptive Watershed Simulator) is proposed for large-scale watershed modeling using a non-iterative method that couples runoff and groundwater flow to vadose zone processes approximating the 3D Richards equation.
References
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Journal ArticleDOI

A closed-form equation for predicting the hydraulic conductivity of unsaturated soils

TL;DR: Van Genuchten et al. as mentioned in this paper proposed a closed-form analytical expression for predicting the hydraulic conductivity of unsaturated soils based on the Mualem theory, which can be used to predict the unsaturated hydraulic flow and mass transport in unsaturated zone.
Journal ArticleDOI

A Fuzzy Relative of the ISODATA Process and Its Use in Detecting Compact Well-Separated Clusters

J. C. Dunn
TL;DR: Two fuzzy versions of the k-means optimal, least squared error partitioning problem are formulated for finite subsets X of a general inner product space; in both cases, the extremizing solutions are shown to be fixed points of a certain operator T on the class of fuzzy, k-partitions of X, and simple iteration of T provides an algorithm which has the descent property relative to the least squarederror criterion function.
Journal ArticleDOI

Capillary conduction of liquids through porous mediums

Lorenzo Adolph Richards
- 01 Nov 1931 - 
TL;DR: In this article, the authors used Darcey's law to derive the equation K∇2ψ+∇K·∇ψ +g∂K/∂z=−ρsA∆ψ/∆t for the capillary conduction of liquids in porous mediums.

A fuzzy relative of the isodata process and its use in detecting compact well-separated clusters

J. C. Dunn
TL;DR: In this paper, two fuzzy versions of the k-means optimal, least squared error partitioning problem are formulated for finite subsets X of a general inner product space, and the extremizing solutions are shown to be fixed points of a certain operator T on the class of fuzzy, k-partitions of X, and simple iteration of T provides an algorithm which has the descent property relative to the LSE criterion function.
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