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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Main Authors: Manuel Diaz, Grzegorz Sinicyn, Maria Grodzka-Łukaszewska
Format: Article
Language:English
Published: MDPI AG 2020-11-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/12/12/3303
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spelling 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
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