Modelling of Groundwater–Surface Water Interaction Applying the Hyporheic Flux Model
The objective of the present paper is to develop a methodology that could allow the representation of the analytical hyporheic flux equation model (AHF) in a numerical model done in MODFLOW. Therefore, the scope of the research is to show the viability of the methodology suggested in a real case (Bi...
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doaj-5b3207a059cd4b0fa1e9b134e599cb662020-11-27T07:57:29ZengMDPI AGWater2073-44412020-11-01123303330310.3390/w12123303Modelling of Groundwater–Surface Water Interaction Applying the Hyporheic Flux ModelManuel Diaz0Grzegorz Sinicyn1Maria Grodzka-Łukaszewska2EuroAquae Hydro-Informatics and Water Management, Polytech Nice-Université Côte d’Azur, 06410 Biot, FranceFaculty of Building Services, Hydro and Environmental Engineering, Warsaw University of Technology, 00-653 Warsaw, PolandFaculty of Building Services, Hydro and Environmental Engineering, Warsaw University of Technology, 00-653 Warsaw, PolandThe objective of the present paper is to develop a methodology that could allow the representation of the analytical hyporheic flux equation model (AHF) in a numerical model done in MODFLOW. Therefore, the scope of the research is to show the viability of the methodology suggested in a real case (Biebrza river, Poland, Europe). Considering that the model requires extensive manipulation in the creation of the packages, a test phase through the seepage package of MODFLOW is carried out with the aim of representing the river package of MODFLOW. FloPy is the tool chosen to develop this implementation due to the versatility of manipulating the packages available in MODFLOW through coding. The obtained results showed a correct implementation of the AHF model using the example of the Biebrza River. The results obtained will enable a better understanding regarding the modelling of the interaction between the river and the aquifer, considering streams with specific geometries where the depth is dimensionally higher than the width.https://www.mdpi.com/2073-4441/12/12/3303groundwater–surface water interactionanalytical model AHFnumerical model MODFLOWFloPyPython |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Manuel Diaz Grzegorz Sinicyn Maria Grodzka-Łukaszewska |
spellingShingle |
Manuel Diaz Grzegorz Sinicyn Maria Grodzka-Łukaszewska Modelling of Groundwater–Surface Water Interaction Applying the Hyporheic Flux Model Water groundwater–surface water interaction analytical model AHF numerical model MODFLOW FloPy Python |
author_facet |
Manuel Diaz Grzegorz Sinicyn Maria Grodzka-Łukaszewska |
author_sort |
Manuel Diaz |
title |
Modelling of Groundwater–Surface Water Interaction Applying the Hyporheic Flux Model |
title_short |
Modelling of Groundwater–Surface Water Interaction Applying the Hyporheic Flux Model |
title_full |
Modelling of Groundwater–Surface Water Interaction Applying the Hyporheic Flux Model |
title_fullStr |
Modelling of Groundwater–Surface Water Interaction Applying the Hyporheic Flux Model |
title_full_unstemmed |
Modelling of Groundwater–Surface Water Interaction Applying the Hyporheic Flux Model |
title_sort |
modelling of groundwater–surface water interaction applying the hyporheic flux model |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2020-11-01 |
description |
The objective of the present paper is to develop a methodology that could allow the representation of the analytical hyporheic flux equation model (AHF) in a numerical model done in MODFLOW. Therefore, the scope of the research is to show the viability of the methodology suggested in a real case (Biebrza river, Poland, Europe). Considering that the model requires extensive manipulation in the creation of the packages, a test phase through the seepage package of MODFLOW is carried out with the aim of representing the river package of MODFLOW. FloPy is the tool chosen to develop this implementation due to the versatility of manipulating the packages available in MODFLOW through coding. The obtained results showed a correct implementation of the AHF model using the example of the Biebrza River. The results obtained will enable a better understanding regarding the modelling of the interaction between the river and the aquifer, considering streams with specific geometries where the depth is dimensionally higher than the width. |
topic |
groundwater–surface water interaction analytical model AHF numerical model MODFLOW FloPy Python |
url |
https://www.mdpi.com/2073-4441/12/12/3303 |
work_keys_str_mv |
AT manueldiaz modellingofgroundwatersurfacewaterinteractionapplyingthehyporheicfluxmodel AT grzegorzsinicyn modellingofgroundwatersurfacewaterinteractionapplyingthehyporheicfluxmodel AT mariagrodzkałukaszewska modellingofgroundwatersurfacewaterinteractionapplyingthehyporheicfluxmodel |
_version_ |
1724414018929557504 |