InTheMED / Innovative and Sustainable Groundwater Management in the Mediterranean
Εxtract "Requena Surrogate Model.rar"
Simply, run "guyfcm.exe" located in the "guyfcm" folder.
Install Python 3.10 on the following path: 'C:\Program Files\Python310'
Install Pandas - Python Data Analysis Library for Windows. Type in the command prompt "pip install manager". Once finished, type the following: "pip install pandas".
Install Scikit-learn - Python Module for Machine Learning for Windows. Type in the command prompt "pip install scikit-learn==1.2.1".
Move 'Spain_SM.py', 'smart_model_Spain.py' and 'InTheMED_WP3_SM_EX.pkl' files from ΚRTGG_Surrogate_Model.zip on your Desktop.
Download and install the Windows version of the MATLAB Runtime for R2022b from the following link on the MathWorks website: https://www.mathworks.com/products/compiler/mcr/index.html
Run MyAppInstaller_web.exe, select the destination folder and begin the installation. Add the shortcut of the application on your Desktop.
Run the application from the Desktop shortcut.
Install Python 3.10 on the following path: 'C:\Program Files\Python310'
Install Pandas - Python Data Analysis Library for Windows. Type in the command prompt "pip install manager". Once finished, type the following: "pip install pandas".
Install Scikit-learn - Python Module for Machine Learning for Windows. Type in the command prompt "pip install scikit-learn==1.2.1".
Move 'Spain_SM.py', 'smart_model_Spain.py' and 'InTheMED_WP3_SM_EX.pkl' files from ΚRTGG_Surrogate_Model.zip on a folder on your Desktop or to another prefered path.
Download and install the Windows version of the MATLAB Runtime for R2022b from the following link on the MathWorks website: https://www.mathworks.com/products/compiler/mcr/index.html
Run MyAppInstaller_web.exe, select the destination folder and begin the installation. Add the shortcut of the application on your Desktop.
Run the application from the Desktop shortcut.
Precipitation Coefficient: 0.8 | Water Crop Coefficient: 1.2 | Period: Dec-2029
Precipitation Coefficient: 0.8 | Water Crop Coefficient: 1.2 | Period: Dec-2039
Precipitation Coefficient: 1 | Water Crop Coefficient: 1 | Period: Dec-2029
Precipitation Coefficient: 1.2 | Water Crop Coefficient: 0.8 | Period: Dec-2029
Precipitation Coefficient: 1.2 | Water Crop Coefficient: 0.8 | Period: Dec-2039
Precipitation Coefficient: 1 | Water Crop Coefficient: 1 | Period: Dec-2039
Recharge Coeff.: 1.3 | Pumping Coeff.: 0.75 | Period: Sep-2032 | DH: Abs
Recharge Coeff.: 0.7 | Pumping Coeff.: 0.75 | Period: Sep-2032 | DH: Abs
Recharge Coeff.: 1.3 | Pumping Coeff.: 1.25 | Period: Sep-2032 | DH: Abs
Recharge Coeff.: 0.7 | Pumping Coeff.: 1.25 | Period: Sep-2032 | DH: Abs
Recharge Coeff.: 1.3 | Pumping Coeff.: 0.75 | Period: Sep-2052 | DH: Abs
Recharge Coeff.: 0.7 | Pumping Coeff.: 0.75 | Period: Sep-2052 | DH: +/-
Recharge Coeff.: 1.3 | Pumping Coeff.: 1.25 | Period: Sep-2052 | DH: Abs
Recharge Coeff.: 0.7 | Pumping Coeff.: 1.25 | Period: Sep-2052 | DH: +/-
Recharge Coeff.: 1.3 | Pumping Coeff.: 0.75 | Period: Sep-2032 | DH: +/-
Recharge Coeff.: 0.7 | Pumping Coeff.: 0.75 | Period: Sep-2032 | DH: +/-
Recharge Coeff.: 1.3 | Pumping Coeff.: 1.25 | Period: Sep-2032 | DH: +/-
Recharge Coeff.: 0.7 | Pumping Coeff.: 1.25 | Period: Sep-2032 | DH: +/-
Recharge Coeff.: 1.3 | Pumping Coeff.: 0.75 | Period: Sep-2052 | DH: +/-
Recharge Coeff.: 0.7 | Pumping Coeff.: 0.75 | Period: Sep-2052 | DH: Abs
Recharge Coeff.: 1.3 | Pumping Coeff.: 1.25 | Period: Sep-2052 | DH: +/-
Recharge Coeff.: 0.7 | Pumping Coeff.: 1.25 | Period: Sep-2052 | DH: Abs
Groundwater Coeff.: 1 |Pumping Coeff.: -0.1| Year: 2027| RCP: 4.5| DH: Abs
Groundwater Coeff.: 1 |Pumping Coeff.: 0.5| Year: 2027| RCP: 8.5| DH: Abs
Groundwater Coeff.: 1 |Pumping Coeff.: -0.1| Year: 2037| RCP: 8.5| DH: Abs
Groundwater Coeff.: 1 |Pumping Coeff.: -0.2| Year: 2027| RCP: 4.5| DH: +/-
Groundwater Coeff.: 1 |Pumping Coeff.: -0.1| Year: 2027| RCP: 4.5| DH: +/-
Groundwater Coeff.: 1 |Pumping Coeff.: 0.5| Year: 2027| RCP: 8.5| DH: +/-
Groundwater Coeff.: 1 |Pumping Coeff.: -0.1| Year: 2037| RCP: 8.5| DH: +/-
Groundwater Coeff.: 1 |Pumping Coeff.: -0.2| Year: 2037| RCP: 4.5| DH: Abs