Loading…

Experimental Analysis of Mass Exchange Across a Heterogeneity Interface: Role of Counter‐Current Transport and Non‐Linear Diffusion

Solute transport in heterogeneous and fractured systems is a complex process given the permeability contrasts and the time scales discrepancies of transport in high‐permeability versus low‐permeability regions. We studied this phenomenon by injecting a solute (dyed water) in a micromodel comprising...

Full description

Saved in:
Bibliographic Details
Published in:Water resources research 2022-06, Vol.58 (6), p.n/a
Main Authors: Walczak, Monika S., Erfani, Hamidreza, Karadimitriou, Nikolaos K., Zarikos, Ioannis, Hassanizadeh, S. Majid, Niasar, Vahid
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-a2984-aec2176630d0ce0e69b639495063c72095c9bb589ec3ac2f511835d1f13a2b323
cites cdi_FETCH-LOGICAL-a2984-aec2176630d0ce0e69b639495063c72095c9bb589ec3ac2f511835d1f13a2b323
container_end_page n/a
container_issue 6
container_start_page
container_title Water resources research
container_volume 58
creator Walczak, Monika S.
Erfani, Hamidreza
Karadimitriou, Nikolaos K.
Zarikos, Ioannis
Hassanizadeh, S. Majid
Niasar, Vahid
description Solute transport in heterogeneous and fractured systems is a complex process given the permeability contrasts and the time scales discrepancies of transport in high‐permeability versus low‐permeability regions. We studied this phenomenon by injecting a solute (dyed water) in a micromodel comprising a single channel in contact with a porous medium and evaluated the mass exchange across the interface between the channel and porous medium (resembling the interface between free flow and porous media regions). Two sets of transport experiments were performed at three injection rates of 0.01, 0.1, and 1 ml/hr. Injection of dyed water into a clean‐water‐filled micromodel (referred to as the loading process hereafter) and injection of clean water into a dyed‐water‐filled micromodel (referred to as the unloading process hereafter). The dynamics of solute transport was recorded using time‐lapse optical imaging. Our experimental results demonstrated the change of the mass exchange rate coefficient with time and a much smaller transfer rate coefficient during the unloading compared to the loading process. It is proposed that concentration‐dependent counter‐current advection‐diffusion cause slow‐down and further delay in the transport. These results may provide further explanation for the observed slow release of contamination in aquifers. Plain Language Summary Solute transport in fractured aquifers is complex as the time scale of transport in fractures and matrix is very different. This study investigates how the mass exchange across a heterogeneity interface varies as a function of flow dynamics and the transport process. Detailed experimental analysis on a synthetic porous medium has been performed and the mass exchange has been quantified using the optical imaging of a tracer. Results can help better understanding the physics of the process and developing more physically based models which can assist the assessment of contaminant transport in fractured systems. Key Points Mass exchange across a heterogeneity interface was quantified using optical imaging The linear mass exchange rate coefficient is non‐unique and process‐dependent Nonlinear diffusion and counter‐current transport slow down the unloading process
doi_str_mv 10.1029/2021WR030426
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2681431584</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2681431584</sourcerecordid><originalsourceid>FETCH-LOGICAL-a2984-aec2176630d0ce0e69b639495063c72095c9bb589ec3ac2f511835d1f13a2b323</originalsourceid><addsrcrecordid>eNp9kL1OwzAUhS0EEqWw8QCWWAn4L07MVoVCKxWQqqKOkevelKBgFzsRzcbGyjPyJKSUgYnp6tz73SOdg9ApJReUMHXJCKPzKeFEMLmHelQJESUq4fuoR4jgEeUqOURHITwTQkUskx76GG7W4MsXsLWu8MDqqg1lwK7AdzoEPNyYJ21XgAfGu05rPIIavFuBhbJu8dh2qtAGrvDUVbD9y1yzXX69f2aN950vnnltw9r5Gmu7xPfOdrdJaUF7fF0WRRNKZ4_RQaGrACe_s48eb4azbBRNHm7H2WASaaZSEWkwjCZScrIkBghItZBcCRUTyU3CiIqNWiziVIHh2rAipjTl8ZIWlGu24Iz30dnOd-3dawOhzp9d47vYIWcypYLTOBUddb6jflJ7KPJ115H2bU5Jvq06_1t1h_Md_lZW0P7L5vNpNmWSJIJ_Ayh5gnE</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2681431584</pqid></control><display><type>article</type><title>Experimental Analysis of Mass Exchange Across a Heterogeneity Interface: Role of Counter‐Current Transport and Non‐Linear Diffusion</title><source>Wiley-Blackwell AGU Digital Archive</source><creator>Walczak, Monika S. ; Erfani, Hamidreza ; Karadimitriou, Nikolaos K. ; Zarikos, Ioannis ; Hassanizadeh, S. Majid ; Niasar, Vahid</creator><creatorcontrib>Walczak, Monika S. ; Erfani, Hamidreza ; Karadimitriou, Nikolaos K. ; Zarikos, Ioannis ; Hassanizadeh, S. Majid ; Niasar, Vahid</creatorcontrib><description>Solute transport in heterogeneous and fractured systems is a complex process given the permeability contrasts and the time scales discrepancies of transport in high‐permeability versus low‐permeability regions. We studied this phenomenon by injecting a solute (dyed water) in a micromodel comprising a single channel in contact with a porous medium and evaluated the mass exchange across the interface between the channel and porous medium (resembling the interface between free flow and porous media regions). Two sets of transport experiments were performed at three injection rates of 0.01, 0.1, and 1 ml/hr. Injection of dyed water into a clean‐water‐filled micromodel (referred to as the loading process hereafter) and injection of clean water into a dyed‐water‐filled micromodel (referred to as the unloading process hereafter). The dynamics of solute transport was recorded using time‐lapse optical imaging. Our experimental results demonstrated the change of the mass exchange rate coefficient with time and a much smaller transfer rate coefficient during the unloading compared to the loading process. It is proposed that concentration‐dependent counter‐current advection‐diffusion cause slow‐down and further delay in the transport. These results may provide further explanation for the observed slow release of contamination in aquifers. Plain Language Summary Solute transport in fractured aquifers is complex as the time scale of transport in fractures and matrix is very different. This study investigates how the mass exchange across a heterogeneity interface varies as a function of flow dynamics and the transport process. Detailed experimental analysis on a synthetic porous medium has been performed and the mass exchange has been quantified using the optical imaging of a tracer. Results can help better understanding the physics of the process and developing more physically based models which can assist the assessment of contaminant transport in fractured systems. Key Points Mass exchange across a heterogeneity interface was quantified using optical imaging The linear mass exchange rate coefficient is non‐unique and process‐dependent Nonlinear diffusion and counter‐current transport slow down the unloading process</description><identifier>ISSN: 0043-1397</identifier><identifier>EISSN: 1944-7973</identifier><identifier>DOI: 10.1029/2021WR030426</identifier><language>eng</language><publisher>Washington: John Wiley &amp; Sons, Inc</publisher><subject>Advection ; Aquifers ; Contaminants ; Contamination ; Diffusion ; Diffusion rate ; dispersion ; Dynamics ; fracture ; Fractures ; Free flow ; Heterogeneity ; Imaging techniques ; Injection ; Mass ; mass exchange ; micromodel ; non‐linear transport ; Permeability ; Physics ; Pollution transport ; Porous media ; Solute transport ; Solutes ; Tracers ; Transport processes ; Unloading ; Water</subject><ispartof>Water resources research, 2022-06, Vol.58 (6), p.n/a</ispartof><rights>2022. The Authors.</rights><rights>2022. This article is published under http://creativecommons.org/licenses/by/4.0/ (the “License”). 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-a2984-aec2176630d0ce0e69b639495063c72095c9bb589ec3ac2f511835d1f13a2b323</citedby><cites>FETCH-LOGICAL-a2984-aec2176630d0ce0e69b639495063c72095c9bb589ec3ac2f511835d1f13a2b323</cites><orcidid>0000-0002-9472-555X ; 0000-0002-6473-9838 ; 0000-0002-9461-6214 ; 0000-0002-3171-2794 ; 0000-0003-3023-0141</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1029%2F2021WR030426$$EPDF$$P50$$Gwiley$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1029%2F2021WR030426$$EHTML$$P50$$Gwiley$$Hfree_for_read</linktohtml><link.rule.ids>314,778,782,11497,27907,27908,46451,46875</link.rule.ids></links><search><creatorcontrib>Walczak, Monika S.</creatorcontrib><creatorcontrib>Erfani, Hamidreza</creatorcontrib><creatorcontrib>Karadimitriou, Nikolaos K.</creatorcontrib><creatorcontrib>Zarikos, Ioannis</creatorcontrib><creatorcontrib>Hassanizadeh, S. Majid</creatorcontrib><creatorcontrib>Niasar, Vahid</creatorcontrib><title>Experimental Analysis of Mass Exchange Across a Heterogeneity Interface: Role of Counter‐Current Transport and Non‐Linear Diffusion</title><title>Water resources research</title><description>Solute transport in heterogeneous and fractured systems is a complex process given the permeability contrasts and the time scales discrepancies of transport in high‐permeability versus low‐permeability regions. We studied this phenomenon by injecting a solute (dyed water) in a micromodel comprising a single channel in contact with a porous medium and evaluated the mass exchange across the interface between the channel and porous medium (resembling the interface between free flow and porous media regions). Two sets of transport experiments were performed at three injection rates of 0.01, 0.1, and 1 ml/hr. Injection of dyed water into a clean‐water‐filled micromodel (referred to as the loading process hereafter) and injection of clean water into a dyed‐water‐filled micromodel (referred to as the unloading process hereafter). The dynamics of solute transport was recorded using time‐lapse optical imaging. Our experimental results demonstrated the change of the mass exchange rate coefficient with time and a much smaller transfer rate coefficient during the unloading compared to the loading process. It is proposed that concentration‐dependent counter‐current advection‐diffusion cause slow‐down and further delay in the transport. These results may provide further explanation for the observed slow release of contamination in aquifers. Plain Language Summary Solute transport in fractured aquifers is complex as the time scale of transport in fractures and matrix is very different. This study investigates how the mass exchange across a heterogeneity interface varies as a function of flow dynamics and the transport process. Detailed experimental analysis on a synthetic porous medium has been performed and the mass exchange has been quantified using the optical imaging of a tracer. Results can help better understanding the physics of the process and developing more physically based models which can assist the assessment of contaminant transport in fractured systems. Key Points Mass exchange across a heterogeneity interface was quantified using optical imaging The linear mass exchange rate coefficient is non‐unique and process‐dependent Nonlinear diffusion and counter‐current transport slow down the unloading process</description><subject>Advection</subject><subject>Aquifers</subject><subject>Contaminants</subject><subject>Contamination</subject><subject>Diffusion</subject><subject>Diffusion rate</subject><subject>dispersion</subject><subject>Dynamics</subject><subject>fracture</subject><subject>Fractures</subject><subject>Free flow</subject><subject>Heterogeneity</subject><subject>Imaging techniques</subject><subject>Injection</subject><subject>Mass</subject><subject>mass exchange</subject><subject>micromodel</subject><subject>non‐linear transport</subject><subject>Permeability</subject><subject>Physics</subject><subject>Pollution transport</subject><subject>Porous media</subject><subject>Solute transport</subject><subject>Solutes</subject><subject>Tracers</subject><subject>Transport processes</subject><subject>Unloading</subject><subject>Water</subject><issn>0043-1397</issn><issn>1944-7973</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>24P</sourceid><recordid>eNp9kL1OwzAUhS0EEqWw8QCWWAn4L07MVoVCKxWQqqKOkevelKBgFzsRzcbGyjPyJKSUgYnp6tz73SOdg9ApJReUMHXJCKPzKeFEMLmHelQJESUq4fuoR4jgEeUqOURHITwTQkUskx76GG7W4MsXsLWu8MDqqg1lwK7AdzoEPNyYJ21XgAfGu05rPIIavFuBhbJu8dh2qtAGrvDUVbD9y1yzXX69f2aN950vnnltw9r5Gmu7xPfOdrdJaUF7fF0WRRNKZ4_RQaGrACe_s48eb4azbBRNHm7H2WASaaZSEWkwjCZScrIkBghItZBcCRUTyU3CiIqNWiziVIHh2rAipjTl8ZIWlGu24Iz30dnOd-3dawOhzp9d47vYIWcypYLTOBUddb6jflJ7KPJ115H2bU5Jvq06_1t1h_Md_lZW0P7L5vNpNmWSJIJ_Ayh5gnE</recordid><startdate>202206</startdate><enddate>202206</enddate><creator>Walczak, Monika S.</creator><creator>Erfani, Hamidreza</creator><creator>Karadimitriou, Nikolaos K.</creator><creator>Zarikos, Ioannis</creator><creator>Hassanizadeh, S. Majid</creator><creator>Niasar, Vahid</creator><general>John Wiley &amp; Sons, Inc</general><scope>24P</scope><scope>WIN</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7QL</scope><scope>7T7</scope><scope>7TG</scope><scope>7U9</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H94</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>M7N</scope><scope>P64</scope><orcidid>https://orcid.org/0000-0002-9472-555X</orcidid><orcidid>https://orcid.org/0000-0002-6473-9838</orcidid><orcidid>https://orcid.org/0000-0002-9461-6214</orcidid><orcidid>https://orcid.org/0000-0002-3171-2794</orcidid><orcidid>https://orcid.org/0000-0003-3023-0141</orcidid></search><sort><creationdate>202206</creationdate><title>Experimental Analysis of Mass Exchange Across a Heterogeneity Interface: Role of Counter‐Current Transport and Non‐Linear Diffusion</title><author>Walczak, Monika S. ; Erfani, Hamidreza ; Karadimitriou, Nikolaos K. ; Zarikos, Ioannis ; Hassanizadeh, S. Majid ; Niasar, Vahid</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a2984-aec2176630d0ce0e69b639495063c72095c9bb589ec3ac2f511835d1f13a2b323</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Advection</topic><topic>Aquifers</topic><topic>Contaminants</topic><topic>Contamination</topic><topic>Diffusion</topic><topic>Diffusion rate</topic><topic>dispersion</topic><topic>Dynamics</topic><topic>fracture</topic><topic>Fractures</topic><topic>Free flow</topic><topic>Heterogeneity</topic><topic>Imaging techniques</topic><topic>Injection</topic><topic>Mass</topic><topic>mass exchange</topic><topic>micromodel</topic><topic>non‐linear transport</topic><topic>Permeability</topic><topic>Physics</topic><topic>Pollution transport</topic><topic>Porous media</topic><topic>Solute transport</topic><topic>Solutes</topic><topic>Tracers</topic><topic>Transport processes</topic><topic>Unloading</topic><topic>Water</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Walczak, Monika S.</creatorcontrib><creatorcontrib>Erfani, Hamidreza</creatorcontrib><creatorcontrib>Karadimitriou, Nikolaos K.</creatorcontrib><creatorcontrib>Zarikos, Ioannis</creatorcontrib><creatorcontrib>Hassanizadeh, S. Majid</creatorcontrib><creatorcontrib>Niasar, Vahid</creatorcontrib><collection>Wiley Online Library Open Access</collection><collection>Wiley Free Archive</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Bacteriology Abstracts (Microbiology B)</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</collection><collection>Meteorological &amp; Geoastrophysical Abstracts</collection><collection>Virology and AIDS Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>AIDS and Cancer Research Abstracts</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Meteorological &amp; Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>Algology Mycology and Protozoology Abstracts (Microbiology C)</collection><collection>Biotechnology and BioEngineering Abstracts</collection><jtitle>Water resources research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Walczak, Monika S.</au><au>Erfani, Hamidreza</au><au>Karadimitriou, Nikolaos K.</au><au>Zarikos, Ioannis</au><au>Hassanizadeh, S. Majid</au><au>Niasar, Vahid</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental Analysis of Mass Exchange Across a Heterogeneity Interface: Role of Counter‐Current Transport and Non‐Linear Diffusion</atitle><jtitle>Water resources research</jtitle><date>2022-06</date><risdate>2022</risdate><volume>58</volume><issue>6</issue><epage>n/a</epage><issn>0043-1397</issn><eissn>1944-7973</eissn><abstract>Solute transport in heterogeneous and fractured systems is a complex process given the permeability contrasts and the time scales discrepancies of transport in high‐permeability versus low‐permeability regions. We studied this phenomenon by injecting a solute (dyed water) in a micromodel comprising a single channel in contact with a porous medium and evaluated the mass exchange across the interface between the channel and porous medium (resembling the interface between free flow and porous media regions). Two sets of transport experiments were performed at three injection rates of 0.01, 0.1, and 1 ml/hr. Injection of dyed water into a clean‐water‐filled micromodel (referred to as the loading process hereafter) and injection of clean water into a dyed‐water‐filled micromodel (referred to as the unloading process hereafter). The dynamics of solute transport was recorded using time‐lapse optical imaging. Our experimental results demonstrated the change of the mass exchange rate coefficient with time and a much smaller transfer rate coefficient during the unloading compared to the loading process. It is proposed that concentration‐dependent counter‐current advection‐diffusion cause slow‐down and further delay in the transport. These results may provide further explanation for the observed slow release of contamination in aquifers. Plain Language Summary Solute transport in fractured aquifers is complex as the time scale of transport in fractures and matrix is very different. This study investigates how the mass exchange across a heterogeneity interface varies as a function of flow dynamics and the transport process. Detailed experimental analysis on a synthetic porous medium has been performed and the mass exchange has been quantified using the optical imaging of a tracer. Results can help better understanding the physics of the process and developing more physically based models which can assist the assessment of contaminant transport in fractured systems. Key Points Mass exchange across a heterogeneity interface was quantified using optical imaging The linear mass exchange rate coefficient is non‐unique and process‐dependent Nonlinear diffusion and counter‐current transport slow down the unloading process</abstract><cop>Washington</cop><pub>John Wiley &amp; Sons, Inc</pub><doi>10.1029/2021WR030426</doi><tpages>15</tpages><orcidid>https://orcid.org/0000-0002-9472-555X</orcidid><orcidid>https://orcid.org/0000-0002-6473-9838</orcidid><orcidid>https://orcid.org/0000-0002-9461-6214</orcidid><orcidid>https://orcid.org/0000-0002-3171-2794</orcidid><orcidid>https://orcid.org/0000-0003-3023-0141</orcidid><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 0043-1397
ispartof Water resources research, 2022-06, Vol.58 (6), p.n/a
issn 0043-1397
1944-7973
language eng
recordid cdi_proquest_journals_2681431584
source Wiley-Blackwell AGU Digital Archive
subjects Advection
Aquifers
Contaminants
Contamination
Diffusion
Diffusion rate
dispersion
Dynamics
fracture
Fractures
Free flow
Heterogeneity
Imaging techniques
Injection
Mass
mass exchange
micromodel
non‐linear transport
Permeability
Physics
Pollution transport
Porous media
Solute transport
Solutes
Tracers
Transport processes
Unloading
Water
title Experimental Analysis of Mass Exchange Across a Heterogeneity Interface: Role of Counter‐Current Transport and Non‐Linear Diffusion
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-16T23%3A11%3A33IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Experimental%20Analysis%20of%20Mass%20Exchange%20Across%20a%20Heterogeneity%20Interface:%20Role%20of%20Counter%E2%80%90Current%20Transport%20and%20Non%E2%80%90Linear%20Diffusion&rft.jtitle=Water%20resources%20research&rft.au=Walczak,%20Monika%20S.&rft.date=2022-06&rft.volume=58&rft.issue=6&rft.epage=n/a&rft.issn=0043-1397&rft.eissn=1944-7973&rft_id=info:doi/10.1029/2021WR030426&rft_dat=%3Cproquest_cross%3E2681431584%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a2984-aec2176630d0ce0e69b639495063c72095c9bb589ec3ac2f511835d1f13a2b323%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2681431584&rft_id=info:pmid/&rfr_iscdi=true