Effects of Cemented Porous Media on Temporal Mixing Behavior of Conservative Solute Transport

The cementation of porous media leads to the variation of the pore space and heterogeneity of the porous media. In this study, four porous media (PM1, PM2, PM3, and PM4) with the different radii of solid grains were generated to represent the different cementation degrees of the porous media. The di...

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Main Authors: Zhi Dou, Xueyi Zhang, Zhou Chen, Yun Yang, Chao Zhuang, Chenxi Wang
Format: Article
Language:English
Published: MDPI AG 2019-06-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/11/6/1204
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spelling doaj-ab097d07e7cd40b9ab619ac5c896c2fd2020-11-24T21:27:42ZengMDPI AGWater2073-44412019-06-01116120410.3390/w11061204w11061204Effects of Cemented Porous Media on Temporal Mixing Behavior of Conservative Solute TransportZhi Dou0Xueyi Zhang1Zhou Chen2Yun Yang3Chao Zhuang4Chenxi Wang5School of Earth Sciences and Engineering, Hohai University, Nanjing 210098, ChinaSchool of Earth Sciences and Engineering, Hohai University, Nanjing 210098, ChinaSchool of Earth Sciences and Engineering, Hohai University, Nanjing 210098, ChinaSchool of Earth Sciences and Engineering, Hohai University, Nanjing 210098, ChinaSchool of Earth Sciences and Engineering, Hohai University, Nanjing 210098, ChinaSchool of Earth Sciences and Engineering, Hohai University, Nanjing 210098, ChinaThe cementation of porous media leads to the variation of the pore space and heterogeneity of the porous media. In this study, four porous media (PM1, PM2, PM3, and PM4) with the different radii of solid grains were generated to represent the different cementation degrees of the porous media. The direct simulations of flow and conservative solute transport in PM1&#8722;4 were conducted to investigate the influence of the cemented porous media and Peclet number (<i>Pe</i>) on the temporal mixing behavior. Two metrics, scalar dissipation rates (SDR) and dilution index, were employed to quantify the temporal mixing behavior. It was found that the spatial velocity variability of the flow field was enhanced as cementation degree increased. The results of the coefficient of velocity variation (<inline-formula> <math display="inline"> <semantics> <mrow> <mi>C</mi> <msub> <mi>V</mi> <mi>U</mi> </msub> </mrow> </semantics> </math> </inline-formula>) increased from 0.943 to 2.319 for PM1&#8722;4. A network consisted of several preferential flow paths was observed in PM1&#8722;4. The preferential flow enhanced the mixing of the conservative solute but had a negative influence on the mixing of the solute plume when the cemented solid grains formed several groups, and there were some stagnant regions where the flow was almost immobile. As the <i>Pe</i> increased, for PM1&#8722;3, the exponent of the best-fitting power law of the global SDR decreased. At the case of <i>Pe</i> = 400, the slope of the global SDR reduced to around &#8722;1.9. In PM4 where the preferential flow was enhanced by the cemented solid grains, the slope of the global SDR increased as the <i>Pe</i> increased. The global SDR results indicated that the temporal mixing behavior followed a Fickian scaling (<inline-formula> <math display="inline"> <semantics> <mrow> <mi>S</mi> <mi>D</mi> <mi>R</mi> <mo>&#8733;</mo> <mi>p</mi> <msup> <mi>v</mi> <mrow> <mo>&#8722;</mo> <mn>1.5</mn> </mrow> </msup> </mrow> </semantics> </math> </inline-formula>) in the early stage (<i>Pv</i> &lt; 0.05), while the mixing behavior turned to be non-Fickian in the late stage. The transition time from the Fickian scaling to the non-Fickian scaling was found to be sensitive to the cementation degree of the porous media.https://www.mdpi.com/2073-4441/11/6/1204solute transportsimulationporous mediamixinggroundwater
collection DOAJ
language English
format Article
sources DOAJ
author Zhi Dou
Xueyi Zhang
Zhou Chen
Yun Yang
Chao Zhuang
Chenxi Wang
spellingShingle Zhi Dou
Xueyi Zhang
Zhou Chen
Yun Yang
Chao Zhuang
Chenxi Wang
Effects of Cemented Porous Media on Temporal Mixing Behavior of Conservative Solute Transport
Water
solute transport
simulation
porous media
mixing
groundwater
author_facet Zhi Dou
Xueyi Zhang
Zhou Chen
Yun Yang
Chao Zhuang
Chenxi Wang
author_sort Zhi Dou
title Effects of Cemented Porous Media on Temporal Mixing Behavior of Conservative Solute Transport
title_short Effects of Cemented Porous Media on Temporal Mixing Behavior of Conservative Solute Transport
title_full Effects of Cemented Porous Media on Temporal Mixing Behavior of Conservative Solute Transport
title_fullStr Effects of Cemented Porous Media on Temporal Mixing Behavior of Conservative Solute Transport
title_full_unstemmed Effects of Cemented Porous Media on Temporal Mixing Behavior of Conservative Solute Transport
title_sort effects of cemented porous media on temporal mixing behavior of conservative solute transport
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2019-06-01
description The cementation of porous media leads to the variation of the pore space and heterogeneity of the porous media. In this study, four porous media (PM1, PM2, PM3, and PM4) with the different radii of solid grains were generated to represent the different cementation degrees of the porous media. The direct simulations of flow and conservative solute transport in PM1&#8722;4 were conducted to investigate the influence of the cemented porous media and Peclet number (<i>Pe</i>) on the temporal mixing behavior. Two metrics, scalar dissipation rates (SDR) and dilution index, were employed to quantify the temporal mixing behavior. It was found that the spatial velocity variability of the flow field was enhanced as cementation degree increased. The results of the coefficient of velocity variation (<inline-formula> <math display="inline"> <semantics> <mrow> <mi>C</mi> <msub> <mi>V</mi> <mi>U</mi> </msub> </mrow> </semantics> </math> </inline-formula>) increased from 0.943 to 2.319 for PM1&#8722;4. A network consisted of several preferential flow paths was observed in PM1&#8722;4. The preferential flow enhanced the mixing of the conservative solute but had a negative influence on the mixing of the solute plume when the cemented solid grains formed several groups, and there were some stagnant regions where the flow was almost immobile. As the <i>Pe</i> increased, for PM1&#8722;3, the exponent of the best-fitting power law of the global SDR decreased. At the case of <i>Pe</i> = 400, the slope of the global SDR reduced to around &#8722;1.9. In PM4 where the preferential flow was enhanced by the cemented solid grains, the slope of the global SDR increased as the <i>Pe</i> increased. The global SDR results indicated that the temporal mixing behavior followed a Fickian scaling (<inline-formula> <math display="inline"> <semantics> <mrow> <mi>S</mi> <mi>D</mi> <mi>R</mi> <mo>&#8733;</mo> <mi>p</mi> <msup> <mi>v</mi> <mrow> <mo>&#8722;</mo> <mn>1.5</mn> </mrow> </msup> </mrow> </semantics> </math> </inline-formula>) in the early stage (<i>Pv</i> &lt; 0.05), while the mixing behavior turned to be non-Fickian in the late stage. The transition time from the Fickian scaling to the non-Fickian scaling was found to be sensitive to the cementation degree of the porous media.
topic solute transport
simulation
porous media
mixing
groundwater
url https://www.mdpi.com/2073-4441/11/6/1204
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