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

GroMoPo Metadata for Swidnica 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 1.5 KB
Created: Feb 08, 2023 at 7:55 p.m.
Last updated: Feb 08, 2023 at 7:56 p.m.
Citation: See how to cite this resource
Sharing Status: Public
Views: 564
Downloads: 219
+1 Votes: Be the first one to 
 this.
Comments: No comments (yet)

Abstract

An example of groundwater resources evaluation methodology by numerical modeling in the complex, unconsolidated, multi-aquifer system of the Swidnica area (similar to 627 km(2)) is presented. In this study Groundwater Modeling System (GMS) was used to develop a conceptual model on the basis of data from several hundred boreholes and to calibrate a numerical, multi-aquifer model. A steady state calibration was performed using historical natural groundwater table (quasi-natural simulation) data and abundant pumping test transmissivity data. The calibrated recharge was first spatially distributed based on surface lithology and then adjusted until a good match between calculated and measured heads was obtained. The quasi-natural simulation budget input of similar to 165,000 m(3)/day consisted of 40.5% of lateral inflow from the SW fault model boundary, 34.5% of average net recharge from precipitation, 13% of infiltration from the Mietkowskie Lake and 12% of river infiltration. The budget output (the same as input) consisted of similar to 88% of river drainage and similar to 12% of lateral outflow. The final, abstraction-influenced simulation representing the current stationary condition was used to verify the model by cross referencing present well drawdowns with well abstractions and by comparison of the groundwater discharge to the rivers with the field baseflow measurements. In this simulation, the total well abstraction of similar to 53,000 m(3)/d resulted in 9% increase in overall water balance up to similar to 180,000 m(3)/day, 38% increased river infiltration, 24% reduced river drainage, 17% reduced lateral outflow and similar to 3 times increased downward leakage to the deepest, productive aquifer. The Swidnica study case shows an example, which analyzes an impact of well abstractions on the decline of groundwater table and river discharges, concluding that reserves of renewable water resources are still available. It shows also, that by setting up a conceptual model within the numerical model environment and by applying a quasi-3D solution, complex multi-aquifer systems can be well and efficiently modeled.

Subject Keywords

Coverage

Spatial

Coordinate System/Geographic Projection:
WGS 84 EPSG:4326
Coordinate Units:
Decimal degrees
Place/Area Name:
Poland
North Latitude
51.0411°
East Longitude
16.6997°
South Latitude
50.7562°
West Longitude
16.1732°

Content

Additional Metadata

Name Value
DOI 10.1007/s10040-004-0382-9
Depth 80
Scale 101 - 1 000 km²
Layers
Purpose Groundwater resources
GroMoPo_ID 390
IsVerified True
Model Code MODFLOW
Model Link https://doi.org/10.1007/s10040-004-0382-9
Model Time 3
Model Year 2005
Model Authors Gurwin, J; Lubczynski, M
Model Country Poland
Data Available Report/paper only
Developer Email jgur@ing.uni.wroc.pl
Dominant Geology Model focuses on multiple geologic materials
Developer Country Poland
Publication Title Modeling of complex multi-aquifer systems for groundwater resources evaluation - Swidnica study case (Poland)
Original Developer No
Additional Information
Integration or Coupling Surface water;Water use
Evaluation or Calibration Static water levels;Static pumping rates
Geologic Data Availability No

How to Cite

GroMoPo, D. Kretschmer (2023). GroMoPo Metadata for Swidnica model, HydroShare, http://www.hydroshare.org/resource/7cdd2be204774f94bcaf20e1aa5c5e84

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