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 1.7 KB | |
| Created: | Feb 08, 2023 at 8:28 p.m. | |
| Last updated: | Feb 08, 2023 at 8:28 p.m. | |
| Citation: | See how to cite this resource |
| Sharing Status: | Public |
|---|---|
| Views: | 268 |
| Downloads: | 187 |
| +1 Votes: | Be the first one to this. |
| Comments: | No comments (yet) |
Abstract
Experimental and numerical models can be used to investigate saltwater intrusion (SWI) in coastal aquifers. Sea level rise (SLR) and decline of freshwater heads due to climate change are the two key variables that may affect saltwater intrusion. This study aims to give a better understanding of the impact of increasing seawater levels and decreasing freshwater heads due to climate change and increasing abstraction rates due to overpopulation using experimental and numerical models on SWI. The experimental model was conducted using a flow tank and the SEAWAT code was used for the numerical simulation. Different scenarios were examined to assess the effect of seawater rise and landside groundwater level decline. The experimental and numerical studies were conducted on three scenarios: increasing seawater head by 25%, 50% and 75% from the difference between seawater and freshwater heads, decreasing freshwater head by 75%, 50% and 25% from the difference between seawater and freshwater heads, and a combination of these two scenarios. Good agreement was attained between experimental and numerical results. The results showed that increasing the seawater level and decreasing freshwater head increased saltwater intrusion, but the combination of these two scenarios had a severe effect on saltwater intrusion. The numerical model was then applied to a real case study, the Biscayne aquifer, Florida, USA. The results indicated that the Biscayne aquifer is highly vulnerable to SWI under the possible consequences of climate change. A 25 cm seawater rise and 28% reduction in the freshwater flux would cause a loss of 0.833 million m(3) of freshwater storage per each kilometer width of the Biscayne aquifer. This study provides a better understanding and a quantitative assessment for the impacts of changing water levels' boundaries on intrusion of seawater in coastal aquifers.
Subject Keywords
Coverage
Spatial
Content
Additional Metadata
| Name | Value |
|---|---|
| DOI | 10.3390/w14040631 |
| Depth | 33 |
| Scale | Other |
| Layers | 33 |
| Purpose | Salt water intrusion |
| GroMoPo_ID | 413 |
| IsVerified | True |
| Model Code | SEAWAT |
| Model Link | https://doi.org/10.3390/w14040631 |
| Model Time | |
| Model Year | 2022 |
| Model Authors | Abd-Elhamid, HF; Abdel-Aal, GM; Fahmy, M; Sherif, M; Zelenakova, M; Abd-Elaty, I |
| Model Country | United States |
| Data Available | Report/paper only |
| Developer Email | hany_farhat2003@yahoo.com; drgamal_abdelaal@yahoo.com; maha.rashad55@yahoo.com; msherif@uaeu.ac.ae; martina.zelenakova@tuke.sk; eng_abdelaty2006@yahoo.com |
| Dominant Geology | Unsure |
| Developer Country | Egypt; Slovakia; U Arab Emirates |
| Publication Title | Experimental and Numerical Study to Investigate the Impact of Changing the Boundary Water Levels on Saltwater Intrusion in Coastal Aquifers |
| Original Developer | No |
| Additional Information | |
| Integration or Coupling | Solute transport |
| Evaluation or Calibration | Unsure |
| 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