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| Type: | Resource | |
| Storage: | The size of this resource is 267.9 KB | |
| Created: | Dec 21, 2020 at 9:53 a.m. (UTC) | |
| Last updated: | Jun 28, 2026 at 7:14 a.m. (UTC) | |
| Citation: | See how to cite this resource | |
| Content types: | Model Instance Content |
| Sharing Status: | Public |
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| Views: | 2925 |
| Downloads: | 26 |
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Abstract
This repository contains information about the model that is used in our ########### paper.
The current version of the model simulates steady state unconfined groundwater flow. It is based on the finite element method using quadrilateral or hexahedral finite elements for the domain discretization. For the mesh generation we use adaptive mesh refinement where we start from a coarse mesh and refine the areas of the domain where there is rapid change in the hydraulic head.
In addition the water table elevation is treated as an additional unknown and the iterations of the unconfined non linear problem are blended with the iterations of the adaptive mesh refinement process.
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Additional Metadata
| Name | Value |
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| MIGRATED_FROM | Model Instance Resource |
Related Resources
| This resource has been replaced by a newer version | Kourakos, G., Harter, T. (2021). AMR WRR paper 2020 - model, HydroShare, http://www.hydroshare.org/resource/6965623669ea497fa4d6dbf19dd7397b |
Credits
Funding Agencies
This resource was created using funding from the following sources:
| Agency Name | Award Title | Award Number |
|---|---|---|
| California State Water Resources Control Board | None | 5-062-25 |
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
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