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

GroMoPo Metadata for Mujib aquifer 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 3.1 KB
Created: Apr 13, 2023 at 2:07 p.m.
Last updated: Apr 13, 2023 at 2:08 p.m.
Citation: See how to cite this resource
Sharing Status: Public
Views: 245
Downloads: 138
+1 Votes: Be the first one to 
 this.
Comments: No comments (yet)

Abstract

Jordan is an arid country with very limited water resources. Groundwater is the main source for its water supply. Mujib aquifer is located in the central part of Jordan and is a major source of drinking water for Amman, Madaba and Karak cities. High abstraction rates from Mujib aquifer during the previous years lead to a major decline in water levels and deterioration in groundwater quality. Therefore, proper groundwater management of Mujib aquifer is necessary; and groundwater flow modeling is essential for proper management. For this purpose, Modflow was used to build a groundwater flow model to simulate the behavior of the flow system under different stresses. The model was calibrated for steady state condition by matching observed and simulated initial head counter lines. Drawdown data for the period 1985-1995 were used to calibrate the transient model by matching simulated drawdown with the observed one. Then, the transient model was validated by using drawdown data for the period 1996-2002. The results of the calibrated model showed that the horizontal hydraulic conductivity of the B2/A7 aquifer ranges between 0.001 and 40 m/d. Calibrated specific yield ranges from 0.0001 to 0.15. The water balance for the steady state condition of Mujib aquifer indicated that the total annual direct recharge is 20.4 x 10(6) m(3), the total annual inflow is 13.0 x 10(6) m(3), springs discharge is 15.3 x 10(6) m(3), and total annual outflow is 18.7 x 10(6) m(3). Different scenarios were considered to predict aquifer system response under different conditions. The results of the sensitivity analysis show that the model is highly sensitive to horizontal hydraulic conductivity and anisotropy and with lower level to the recharge rates. Also the model is sensitive to specific yield.

Subject Keywords

Coverage

Spatial

Coordinate System/Geographic Projection:
WGS 84 EPSG:4326
Coordinate Units:
Decimal degrees
Place/Area Name:
Jordan
North Latitude
31.9100°
East Longitude
36.5600°
South Latitude
30.6500°
West Longitude
35.5400°

Content

Additional Metadata

Name Value
DOI 10.1007/BF02702043
Depth N/A
Scale 1 001 - 10 000 km²
Layers 1
Purpose Groundwater resources
GroMoPo_ID 2020
IsVerified True
Model Code MODFLOW
Model Link https://doi.org/10.1007/BF02702043
Model Time 1985 - 2002
Model Year 2006
Creator Email sachawruzzante@gmail.com
Model Country Jordan
Data Available Report/paper only
Developer Email fabdulla@just.edu.jo
Dominant Geology Carbonate (including karst)
Developer Country Jordan
Publication Title Modeling of groundwater flow for Mujib aquifer, Jordan
Original Developer No
Additional Information N/A
Integration or Coupling None of the above
Evaluation or Calibration Dynamic water levels
Geologic Data Availability No

How to Cite

GroMoPo, S. Ruzzante (2023). GroMoPo Metadata for Mujib aquifer model, HydroShare, http://www.hydroshare.org/resource/2a314c15528949a481b3dac8ad23c90a

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