Checking for non-preferred file/folder path names (may take a long time depending on the number of files/folders) ...

GroMoPo Metadata for Biscayne Bay Saltwater Intrusion Model


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: 528
Downloads: 211
+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

Coordinate System/Geographic Projection:
WGS 84 EPSG:4326
Coordinate Units:
Decimal degrees
Place/Area Name:
United States
North Latitude
25.6255°
East Longitude
-80.2936°
South Latitude
25.6005°
West Longitude
-80.3269°

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

GroMoPo, D. Kretschmer (2023). GroMoPo Metadata for Biscayne Bay Saltwater Intrusion Model, HydroShare, http://www.hydroshare.org/resource/ec1ade3a2d084478ade999293d105ef6

This resource is shared under the Creative Commons Attribution CC BY.

http://creativecommons.org/licenses/by/4.0/
CC-BY

Comments

There are currently no comments

New Comment

required