Integral Flow Modelling Approach for Surface Water-Groundwater Interactions along a Rippled Streambed
Exchange processes of surface and groundwater are important for the management of water quantity and quality as well as for the ecological functioning. In contrast to most numerical simulations using coupled models to investigate these processes, we present a novel integral formulation for the sedim...
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Veröffentlicht in: | Water (Basel) 2019-07, Vol.11 (7), p.1517 |
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creator | Broecker, Tabea Teuber, Katharina Sobhi Gollo, Vahid Nützmann, Gunnar Lewandowski, Jörg Hinkelmann, Reinhard |
description | Exchange processes of surface and groundwater are important for the management of water quantity and quality as well as for the ecological functioning. In contrast to most numerical simulations using coupled models to investigate these processes, we present a novel integral formulation for the sediment-water-interface. The computational fluid dynamics (CFD) model OpenFOAM was used to solve an extended version of the three-dimensional Navier–Stokes equations which is also applicable in non-Darcy-flow layers. Simulations were conducted to determine the influence of ripple morphologies and surface hydraulics on the flow processes within the hyporheic zone for a sandy and for a gravel sediment. In- and outflowing exchange fluxes along a ripple were determined for each case. The results indicate that larger grain size diameters, as well as ripple distances, increased hyporheic exchange fluxes significantly. For higher ripple dimensions, no clear relationship to hyporheic exchange was found. Larger ripple lengths decreased the hyporheic exchange fluxes due to less turbulence between the ripples. For all cases with sand, non-Darcy-flow was observed at an upper layer of the ripple, whereas for gravel non-Darcy-flow was recognized nearly down to the bottom boundary. Moreover, the sediment grain sizes influenced also the surface water flow significantly. |
doi_str_mv | 10.3390/w11071517 |
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In contrast to most numerical simulations using coupled models to investigate these processes, we present a novel integral formulation for the sediment-water-interface. The computational fluid dynamics (CFD) model OpenFOAM was used to solve an extended version of the three-dimensional Navier–Stokes equations which is also applicable in non-Darcy-flow layers. Simulations were conducted to determine the influence of ripple morphologies and surface hydraulics on the flow processes within the hyporheic zone for a sandy and for a gravel sediment. In- and outflowing exchange fluxes along a ripple were determined for each case. The results indicate that larger grain size diameters, as well as ripple distances, increased hyporheic exchange fluxes significantly. For higher ripple dimensions, no clear relationship to hyporheic exchange was found. Larger ripple lengths decreased the hyporheic exchange fluxes due to less turbulence between the ripples. For all cases with sand, non-Darcy-flow was observed at an upper layer of the ripple, whereas for gravel non-Darcy-flow was recognized nearly down to the bottom boundary. Moreover, the sediment grain sizes influenced also the surface water flow significantly.</description><identifier>ISSN: 2073-4441</identifier><identifier>EISSN: 2073-4441</identifier><identifier>DOI: 10.3390/w11071517</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Computational fluid dynamics ; Computer applications ; Creeks & streams ; Fluid dynamics ; Fluid flow ; Fluxes ; Geometry ; Grain size ; Gravel ; Groundwater ; Groundwater management ; Hydraulics ; Hydrodynamics ; Hyporheic zones ; Particle size ; Pressure distribution ; Reynolds number ; Ripples ; Rivers ; Sediments ; Simulation ; Streambeds ; Surface water ; Surface-groundwater relations ; Turbulence models ; Viscosity ; Water flow ; Water management ; Water quality ; Water supply</subject><ispartof>Water (Basel), 2019-07, Vol.11 (7), p.1517</ispartof><rights>2019 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c292t-522332e7ce754f0e68afc2e26d3b19b12afc3dcb5cecdbf9b056eda52911de603</citedby><cites>FETCH-LOGICAL-c292t-522332e7ce754f0e68afc2e26d3b19b12afc3dcb5cecdbf9b056eda52911de603</cites><orcidid>0000-0001-5278-129X</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27922,27923</link.rule.ids></links><search><creatorcontrib>Broecker, Tabea</creatorcontrib><creatorcontrib>Teuber, Katharina</creatorcontrib><creatorcontrib>Sobhi Gollo, Vahid</creatorcontrib><creatorcontrib>Nützmann, Gunnar</creatorcontrib><creatorcontrib>Lewandowski, Jörg</creatorcontrib><creatorcontrib>Hinkelmann, Reinhard</creatorcontrib><title>Integral Flow Modelling Approach for Surface Water-Groundwater Interactions along a Rippled Streambed</title><title>Water (Basel)</title><description>Exchange processes of surface and groundwater are important for the management of water quantity and quality as well as for the ecological functioning. In contrast to most numerical simulations using coupled models to investigate these processes, we present a novel integral formulation for the sediment-water-interface. The computational fluid dynamics (CFD) model OpenFOAM was used to solve an extended version of the three-dimensional Navier–Stokes equations which is also applicable in non-Darcy-flow layers. Simulations were conducted to determine the influence of ripple morphologies and surface hydraulics on the flow processes within the hyporheic zone for a sandy and for a gravel sediment. In- and outflowing exchange fluxes along a ripple were determined for each case. The results indicate that larger grain size diameters, as well as ripple distances, increased hyporheic exchange fluxes significantly. For higher ripple dimensions, no clear relationship to hyporheic exchange was found. Larger ripple lengths decreased the hyporheic exchange fluxes due to less turbulence between the ripples. For all cases with sand, non-Darcy-flow was observed at an upper layer of the ripple, whereas for gravel non-Darcy-flow was recognized nearly down to the bottom boundary. Moreover, the sediment grain sizes influenced also the surface water flow significantly.</description><subject>Computational fluid dynamics</subject><subject>Computer applications</subject><subject>Creeks & streams</subject><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Fluxes</subject><subject>Geometry</subject><subject>Grain size</subject><subject>Gravel</subject><subject>Groundwater</subject><subject>Groundwater management</subject><subject>Hydraulics</subject><subject>Hydrodynamics</subject><subject>Hyporheic zones</subject><subject>Particle size</subject><subject>Pressure distribution</subject><subject>Reynolds number</subject><subject>Ripples</subject><subject>Rivers</subject><subject>Sediments</subject><subject>Simulation</subject><subject>Streambeds</subject><subject>Surface water</subject><subject>Surface-groundwater relations</subject><subject>Turbulence models</subject><subject>Viscosity</subject><subject>Water flow</subject><subject>Water management</subject><subject>Water quality</subject><subject>Water supply</subject><issn>2073-4441</issn><issn>2073-4441</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpNUE1LAzEUDKJgqT34DwKePKzmc7c5lmI_oCJYxeOSTV7qlnSzJrsU_71bKuK7zAzMvPcYhG4peeBckccjpaSgkhYXaMRIwTMhBL38x6_RJKU9GUao6VSSEYJ108Euao8XPhzxc7Dgfd3s8KxtY9DmE7sQ8baPThvAH7qDmC1j6Bt7PHF8ikdtujo0CWsfhqTGr3XberB420XQhwrsDbpy2ieY_OIYvS-e3uarbPOyXM9nm8wwxbpMMsY5g8JAIYUjkE-1MwxYbnlFVUXZILk1lTRgbOVURWQOVkumKLWQEz5Gd-e9w-9fPaSu3Ic-NsPJkklJRC4UVYPr_uwyMaQUwZVtrA86fpeUlKciy78i-Q-S9mZQ</recordid><startdate>20190701</startdate><enddate>20190701</enddate><creator>Broecker, Tabea</creator><creator>Teuber, Katharina</creator><creator>Sobhi Gollo, Vahid</creator><creator>Nützmann, Gunnar</creator><creator>Lewandowski, Jörg</creator><creator>Hinkelmann, Reinhard</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><orcidid>https://orcid.org/0000-0001-5278-129X</orcidid></search><sort><creationdate>20190701</creationdate><title>Integral Flow Modelling Approach for Surface Water-Groundwater Interactions along a Rippled Streambed</title><author>Broecker, Tabea ; Teuber, Katharina ; Sobhi Gollo, Vahid ; Nützmann, Gunnar ; Lewandowski, Jörg ; Hinkelmann, Reinhard</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c292t-522332e7ce754f0e68afc2e26d3b19b12afc3dcb5cecdbf9b056eda52911de603</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Computational fluid dynamics</topic><topic>Computer applications</topic><topic>Creeks & streams</topic><topic>Fluid dynamics</topic><topic>Fluid flow</topic><topic>Fluxes</topic><topic>Geometry</topic><topic>Grain size</topic><topic>Gravel</topic><topic>Groundwater</topic><topic>Groundwater management</topic><topic>Hydraulics</topic><topic>Hydrodynamics</topic><topic>Hyporheic zones</topic><topic>Particle size</topic><topic>Pressure distribution</topic><topic>Reynolds number</topic><topic>Ripples</topic><topic>Rivers</topic><topic>Sediments</topic><topic>Simulation</topic><topic>Streambeds</topic><topic>Surface water</topic><topic>Surface-groundwater relations</topic><topic>Turbulence models</topic><topic>Viscosity</topic><topic>Water flow</topic><topic>Water management</topic><topic>Water quality</topic><topic>Water supply</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Broecker, Tabea</creatorcontrib><creatorcontrib>Teuber, Katharina</creatorcontrib><creatorcontrib>Sobhi Gollo, Vahid</creatorcontrib><creatorcontrib>Nützmann, Gunnar</creatorcontrib><creatorcontrib>Lewandowski, Jörg</creatorcontrib><creatorcontrib>Hinkelmann, Reinhard</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>Water (Basel)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Broecker, Tabea</au><au>Teuber, Katharina</au><au>Sobhi Gollo, Vahid</au><au>Nützmann, Gunnar</au><au>Lewandowski, Jörg</au><au>Hinkelmann, Reinhard</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Integral Flow Modelling Approach for Surface Water-Groundwater Interactions along a Rippled Streambed</atitle><jtitle>Water (Basel)</jtitle><date>2019-07-01</date><risdate>2019</risdate><volume>11</volume><issue>7</issue><spage>1517</spage><pages>1517-</pages><issn>2073-4441</issn><eissn>2073-4441</eissn><abstract>Exchange processes of surface and groundwater are important for the management of water quantity and quality as well as for the ecological functioning. In contrast to most numerical simulations using coupled models to investigate these processes, we present a novel integral formulation for the sediment-water-interface. The computational fluid dynamics (CFD) model OpenFOAM was used to solve an extended version of the three-dimensional Navier–Stokes equations which is also applicable in non-Darcy-flow layers. Simulations were conducted to determine the influence of ripple morphologies and surface hydraulics on the flow processes within the hyporheic zone for a sandy and for a gravel sediment. In- and outflowing exchange fluxes along a ripple were determined for each case. The results indicate that larger grain size diameters, as well as ripple distances, increased hyporheic exchange fluxes significantly. For higher ripple dimensions, no clear relationship to hyporheic exchange was found. Larger ripple lengths decreased the hyporheic exchange fluxes due to less turbulence between the ripples. 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subjects | Computational fluid dynamics Computer applications Creeks & streams Fluid dynamics Fluid flow Fluxes Geometry Grain size Gravel Groundwater Groundwater management Hydraulics Hydrodynamics Hyporheic zones Particle size Pressure distribution Reynolds number Ripples Rivers Sediments Simulation Streambeds Surface water Surface-groundwater relations Turbulence models Viscosity Water flow Water management Water quality Water supply |
title | Integral Flow Modelling Approach for Surface Water-Groundwater Interactions along a Rippled Streambed |
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