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) to determine if accessing this resource is possible. |
| Type: | Resource | |
| Storage: | The size of this resource is 4.5 MB | |
| Created: | Jul 02, 2026 at 6:30 p.m. (UTC) | |
| Last updated: | Jul 02, 2026 at 6:44 p.m. (UTC) | |
| Citation: | See how to cite this resource |
| Sharing Status: | Discoverable |
|---|---|
| Views: | 197 |
| Downloads: | 0 |
| +1 Votes: | Be the first one to this. |
| Comments: | No comments (yet) |
Abstract
This HydroShare resource contains the analytical and numerical modeling files developed to investigate the maximum pumping rate in a horizontally heterogeneous coastal aquifer affected by land reclamation. The aquifer is represented as a two-zone unconfined system consisting of the original land and a reclaimed area with contrasting hydraulic conductivities. Inland and seaward constant-head boundaries and uniform areal recharge are considered. The resource includes MATLAB source code implementing the analytical solution based on discharge-potential theory, superposition, the Ghyben–Herzberg relation, and the Fourier cosine transform. The MATLAB scripts also determine the limiting pumping rate using a bisection procedure in which the pumping-induced stagnation point coincides with the toe of the seawater wedge. Numerical model files developed with SEAWAT-2000 are provided for variable-density groundwater-flow and solute-transport simulations used to validate the analytical results. The resource additionally includes model parameters, simulation scenarios, numerical outputs, and post-processing scripts used to compare analytical and numerical estimates. These files support reproduction of the principal results and facilitate further investigation of the effects of reclamation length, hydraulic-conductivity contrast, well location, inland head conditions, and precipitation recharge on groundwater pumping limits in coastal aquifers.
Subject Keywords
Content
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