Groundwater–Surface Water Interaction—Analytical Approach
Modelling of water flow in the hyporheic zone and calculations of water exchange between groundwater and surface waters are important issues in modern environmental research. The article presents the Analytical Hyporheic Flux approach (AHF) permitting calculation of the amount of water exchange in t...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-06-01
|
Series: | Water |
Subjects: | |
Online Access: | https://www.mdpi.com/2073-4441/12/6/1792 |
id |
doaj-35e9fafc3e014d0495ec59fa08b02af9 |
---|---|
record_format |
Article |
spelling |
doaj-35e9fafc3e014d0495ec59fa08b02af92020-11-25T03:27:55ZengMDPI AGWater2073-44412020-06-01121792179210.3390/w12061792Groundwater–Surface Water Interaction—Analytical ApproachMarek Nawalany0Grzegorz Sinicyn1Maria Grodzka-Łukaszewska2Dorota Mirosław-Świątek3Faculty 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, PolandFaculty of Building Services, Hydro and Environmental Engineering Warsaw University of Technology, 00-653 Warsaw, PolandInstitute of Environmental Engineering, Warsaw University of Life Sciences–SGGW, 02-787 Warsaw, PolandModelling of water flow in the hyporheic zone and calculations of water exchange between groundwater and surface waters are important issues in modern environmental research. The article presents the Analytical Hyporheic Flux approach (AHF) permitting calculation of the amount of water exchange in the hyporheic zone, including vertical water seepage through the streambed and horizontal seepage through river banks. The outcome of the model, namely water fluxes, is compared with the corresponding results from the numerical model SEEP2D and simple Darcy-type model. The errors of the AHF model, in a range of 11–16%, depend on the aspect ratio of water depth to river width, and the direction of the river–aquifer water exchange, i.e., drainage or infiltration. The AHF model errors are significantly lower compared to the often-used model based on vertical water seepage through the streambed described by Darcy's law.https://www.mdpi.com/2073-4441/12/6/1792groundwater–surface water interactionanalytical model AHFnumerical model SEEP2D |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Marek Nawalany Grzegorz Sinicyn Maria Grodzka-Łukaszewska Dorota Mirosław-Świątek |
spellingShingle |
Marek Nawalany Grzegorz Sinicyn Maria Grodzka-Łukaszewska Dorota Mirosław-Świątek Groundwater–Surface Water Interaction—Analytical Approach Water groundwater–surface water interaction analytical model AHF numerical model SEEP2D |
author_facet |
Marek Nawalany Grzegorz Sinicyn Maria Grodzka-Łukaszewska Dorota Mirosław-Świątek |
author_sort |
Marek Nawalany |
title |
Groundwater–Surface Water Interaction—Analytical Approach |
title_short |
Groundwater–Surface Water Interaction—Analytical Approach |
title_full |
Groundwater–Surface Water Interaction—Analytical Approach |
title_fullStr |
Groundwater–Surface Water Interaction—Analytical Approach |
title_full_unstemmed |
Groundwater–Surface Water Interaction—Analytical Approach |
title_sort |
groundwater–surface water interaction—analytical approach |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2020-06-01 |
description |
Modelling of water flow in the hyporheic zone and calculations of water exchange between groundwater and surface waters are important issues in modern environmental research. The article presents the Analytical Hyporheic Flux approach (AHF) permitting calculation of the amount of water exchange in the hyporheic zone, including vertical water seepage through the streambed and horizontal seepage through river banks. The outcome of the model, namely water fluxes, is compared with the corresponding results from the numerical model SEEP2D and simple Darcy-type model. The errors of the AHF model, in a range of 11–16%, depend on the aspect ratio of water depth to river width, and the direction of the river–aquifer water exchange, i.e., drainage or infiltration. The AHF model errors are significantly lower compared to the often-used model based on vertical water seepage through the streambed described by Darcy's law. |
topic |
groundwater–surface water interaction analytical model AHF numerical model SEEP2D |
url |
https://www.mdpi.com/2073-4441/12/6/1792 |
work_keys_str_mv |
AT mareknawalany groundwatersurfacewaterinteractionanalyticalapproach AT grzegorzsinicyn groundwatersurfacewaterinteractionanalyticalapproach AT mariagrodzkałukaszewska groundwatersurfacewaterinteractionanalyticalapproach AT dorotamirosławswiatek groundwatersurfacewaterinteractionanalyticalapproach |
_version_ |
1724586421673525248 |