Checking for non-preferred file/folder path names (may take a long time depending on the number of files/folders) ...
This resource contains some files/folders that have non-preferred characters in their name. Show non-conforming files/folders.
This resource contains content types with files that need to be updated to match with metadata changes. Show content type files that need updating.
Authors: |
|
|
---|---|---|
Owners: |
|
This resource does not have an owner who is an active HydroShare user. Contact CUAHSI (help@cuahsi.org) for information on this resource. |
Type: | Resource | |
Storage: | The size of this resource is 1.6 KB | |
Created: | Feb 08, 2023 at 2:13 p.m. | |
Last updated: | Feb 08, 2023 at 2:14 p.m. | |
Citation: | See how to cite this resource |
Sharing Status: | Public |
---|---|
Views: | 581 |
Downloads: | 213 |
+1 Votes: | Be the first one to this. |
Comments: | No comments (yet) |
Abstract
The mathematical development of a two-dimensional finite volume model for groundwater flow is described. Based on the hydraulic equations for saturated flow, the model deploys an improved least squares gradient reconstruction technique to evaluate the gradient at the control volume face, derived from the application of the finite volume formulation and using a cell-centred structured quadrilateral grid. The model has been compared to a finite difference model with orthogonal grids. The effects of grid non-orthogonality and skewness are investigated. The model was verified by comparison with analytical solutions and the results for a finite difference model. The finite volume model was then applied successfully to an aquifer discharging in a section of the River Tawe, UK, and the results were compared with results from MODFLOW and observed hydraulic heads. Results of the numerical model tests and field exercise showed that the use of finite volume method provides modellers with a consistent substitute for the finite difference methods with the same ease of use and an improved flexibility and accuracy in simulating irregular boundary geometries. (C) 2006 Elsevier Ltd. All rights reserved.
Subject Keywords
Coverage
Spatial
Content
Additional Metadata
Name | Value |
---|---|
DOI | 10.1016/j.advwatres.2006.02.010 |
Depth | |
Scale | < 10 km² |
Layers | 1 |
Purpose | Scientific investigation (not related to applied problem) |
GroMoPo_ID | 259 |
IsVerified | True |
Model Code | MODFLOW;GWFV |
Model Link | https://doi.org/10.1016/j.advwatres.2006.02.010 |
Model Time | SS |
Model Year | 2007 |
Model Authors | Loudyi, D; Falconer, RA; Lin, B |
Model Country | United Kingdom |
Data Available | Report/paper only |
Developer Email | FalconerRA@cf.ac.uk |
Dominant Geology | Unconsolidated sediments |
Developer Country | Wales |
Publication Title | Mathematical development and verification of a non-orthogonal finite volume model for groundwater flow applications |
Original Developer | No |
Additional Information | Applies a method to test non-orthogonal grids on a small groundwater model and compares this to a MODFLOW model. |
Integration or Coupling | |
Evaluation or Calibration | Static water levels |
Geologic Data Availability | No |
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
Comments
There are currently no comments
New Comment