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 7:58 p.m. | |
Last updated: | Feb 08, 2023 at 7:59 p.m. | |
Citation: | See how to cite this resource |
Sharing Status: | Public |
---|---|
Views: | 517 |
Downloads: | 214 |
+1 Votes: | Be the first one to this. |
Comments: | No comments (yet) |
Abstract
The Analytic Element Method (AEM) of ground-water modeling was used to delineate wellhead protection areas (WHPAs) for existing and proposed wells in Brooklyn Park, Minnesota by simulating steady-state flow in two aquifers: the water-table aquifer (in glacial outwash) and the Franconia-Ironton-Galesville bedrock aquifer. Ground-water time-of-travel was used as the delineation criterion. Ground-water flow is significantly affected by a buried bedrock valley underneath the City. Transmissivity values for the water-table aquifer are much higher in the buried bedrock valley and the hydraulic connection between the water-table and the Franconia-Ironton-Galesville aquifers is more pronounced. The Analytic Element Method does not utilize a grid mesh and incorporates both regional-scale and more detailed, local-scale features in the same solution. This feature of AEM provided for the simulation of the city wells in the context of the regional flow field. Separate models, encompassing an area of approximately 500 square miles, were developed and calibrated for each aquifer using the Single Layer Analytic Element Model (SLAEM) and then linked together using the Multi-Layer Analytic Element Model (MLAEM). Ground-water travel-time zones and WHPAs were delineated for the existing wells using reverse particle tracking.
Subject Keywords
Coverage
Spatial
Content
Additional Metadata
Name | Value |
---|---|
DOI | 10.1111/j.1745-6584.1995.tb00264.x |
Depth | |
Scale | 11 - 101 km² |
Layers | 2 |
Purpose | Wellhead protection area delineation |
GroMoPo_ID | 392 |
IsVerified | True |
Model Code | Single Layer Analytic Element Model |
Model Link | https://doi.org/10.1111/j.1745-6584.1995.tb00264.x |
Model Time | |
Model Year | 1995 |
Model Authors | WUOLO, RW; DAHLSTROM, DJ; FAIRBROTHER, MD |
Model Country | United States |
Data Available | Report/paper only |
Developer Email | NA |
Dominant Geology | Model focuses on multiple geologic materials |
Developer Country | USA |
Publication Title | WELLHEAD PROTECTION AREA DELINEATION USING THE ANALYTIC ELEMENT METHOD OF GROUNDWATER MODELING |
Original Developer | No |
Additional Information | |
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