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Study on flow distribution pattern and conductivity of porous media in bioretention cells

To evaluate the long-term performance of bioretention cell (BRC), a study was undertaken to assess the flow distribution and conductivity. Despite initial conductivity of the original medium being the common predictor of hydraulic performance, most of the BRCs are affected by conductivity variations...

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Autores principales: Wang, Yajun, Si, Yunmei, Yang, Sheng, Singh, Rajendra Prasad
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Taylor & Francis 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8809911/
https://www.ncbi.nlm.nih.gov/pubmed/34747297
http://dx.doi.org/10.1080/21655979.2021.1997131
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author Wang, Yajun
Si, Yunmei
Yang, Sheng
Singh, Rajendra Prasad
author_facet Wang, Yajun
Si, Yunmei
Yang, Sheng
Singh, Rajendra Prasad
author_sort Wang, Yajun
collection PubMed
description To evaluate the long-term performance of bioretention cell (BRC), a study was undertaken to assess the flow distribution and conductivity. Despite initial conductivity of the original medium being the common predictor of hydraulic performance, most of the BRCs are affected by conductivity variations during actual operation. This happen due to the fact that microbial behavior plays an important role in the conductivity variations. This linkage may occur when bacteria as inert colloids transports between particles and biodegrades dissolved pollutants, either promoting or retarding flow distribution and conductivity in BRC. Flow distribution was determined by numerical simulation and tracer test, and the correlation between conductivity and flow distribution was revealed by conductivity experiment coupled with flow distribution analysis. Results revealed a non-uniform flow distribution in BRC, and seepage flow in submerged zone was virtually impossible push flow. Conductivity had an inversely proportional relationship with hydraulic efficiency where hydraulic efficiency reached the highest value (0.297) under a low hydraulic conductivity (0.000107 m/s, approximately K/K(ini) = 0.79). Primary cause of hydraulic capacity reduction was the initial permeability decrease due to medium structure changes. Results revealed a sharp upward trend followed by a slight decrease, and then, stabilized to a stable infiltration stage. Permeation process of sewage influent was similar to the one of potable water where the permeability reduced to 0.000102 m/s after 450 h and declined continuously. Thus, it is clear that flow distribution and conductivity in bioretention must be estimated more accurately on a microscopic scale.
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spelling pubmed-88099112022-02-03 Study on flow distribution pattern and conductivity of porous media in bioretention cells Wang, Yajun Si, Yunmei Yang, Sheng Singh, Rajendra Prasad Bioengineered Research Paper To evaluate the long-term performance of bioretention cell (BRC), a study was undertaken to assess the flow distribution and conductivity. Despite initial conductivity of the original medium being the common predictor of hydraulic performance, most of the BRCs are affected by conductivity variations during actual operation. This happen due to the fact that microbial behavior plays an important role in the conductivity variations. This linkage may occur when bacteria as inert colloids transports between particles and biodegrades dissolved pollutants, either promoting or retarding flow distribution and conductivity in BRC. Flow distribution was determined by numerical simulation and tracer test, and the correlation between conductivity and flow distribution was revealed by conductivity experiment coupled with flow distribution analysis. Results revealed a non-uniform flow distribution in BRC, and seepage flow in submerged zone was virtually impossible push flow. Conductivity had an inversely proportional relationship with hydraulic efficiency where hydraulic efficiency reached the highest value (0.297) under a low hydraulic conductivity (0.000107 m/s, approximately K/K(ini) = 0.79). Primary cause of hydraulic capacity reduction was the initial permeability decrease due to medium structure changes. Results revealed a sharp upward trend followed by a slight decrease, and then, stabilized to a stable infiltration stage. Permeation process of sewage influent was similar to the one of potable water where the permeability reduced to 0.000102 m/s after 450 h and declined continuously. Thus, it is clear that flow distribution and conductivity in bioretention must be estimated more accurately on a microscopic scale. Taylor & Francis 2021-12-22 /pmc/articles/PMC8809911/ /pubmed/34747297 http://dx.doi.org/10.1080/21655979.2021.1997131 Text en © 2021 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group. https://creativecommons.org/licenses/by/4.0/This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) ), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
spellingShingle Research Paper
Wang, Yajun
Si, Yunmei
Yang, Sheng
Singh, Rajendra Prasad
Study on flow distribution pattern and conductivity of porous media in bioretention cells
title Study on flow distribution pattern and conductivity of porous media in bioretention cells
title_full Study on flow distribution pattern and conductivity of porous media in bioretention cells
title_fullStr Study on flow distribution pattern and conductivity of porous media in bioretention cells
title_full_unstemmed Study on flow distribution pattern and conductivity of porous media in bioretention cells
title_short Study on flow distribution pattern and conductivity of porous media in bioretention cells
title_sort study on flow distribution pattern and conductivity of porous media in bioretention cells
topic Research Paper
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8809911/
https://www.ncbi.nlm.nih.gov/pubmed/34747297
http://dx.doi.org/10.1080/21655979.2021.1997131
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