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Fractal Analysis of Permeability of Unsaturated Fractured Rocks
A physical conceptual model for water retention in fractured rocks is derived while taking into account the effect of pore size distribution and tortuosity of capillaries. The formula of calculating relative hydraulic conductivity of fractured rock is given based on fractal theory. It is an issue to...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Hindawi Publishing Corporation
2013
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3628656/ https://www.ncbi.nlm.nih.gov/pubmed/23690746 http://dx.doi.org/10.1155/2013/490320 |
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author | Jiang, Guoping Shi, Wei Huang, Lili |
author_facet | Jiang, Guoping Shi, Wei Huang, Lili |
author_sort | Jiang, Guoping |
collection | PubMed |
description | A physical conceptual model for water retention in fractured rocks is derived while taking into account the effect of pore size distribution and tortuosity of capillaries. The formula of calculating relative hydraulic conductivity of fractured rock is given based on fractal theory. It is an issue to choose an appropriate capillary pressure-saturation curve in the research of unsaturated fractured mass. The geometric pattern of the fracture bulk is described based on the fractal distribution of tortuosity. The resulting water content expression is then used to estimate the unsaturated hydraulic conductivity of the fractured medium based on the well-known model of Burdine. It is found that for large enough ranges of fracture apertures the new constitutive model converges to the empirical Brooks-Corey model. |
format | Online Article Text |
id | pubmed-3628656 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2013 |
publisher | Hindawi Publishing Corporation |
record_format | MEDLINE/PubMed |
spelling | pubmed-36286562013-05-20 Fractal Analysis of Permeability of Unsaturated Fractured Rocks Jiang, Guoping Shi, Wei Huang, Lili ScientificWorldJournal Research Article A physical conceptual model for water retention in fractured rocks is derived while taking into account the effect of pore size distribution and tortuosity of capillaries. The formula of calculating relative hydraulic conductivity of fractured rock is given based on fractal theory. It is an issue to choose an appropriate capillary pressure-saturation curve in the research of unsaturated fractured mass. The geometric pattern of the fracture bulk is described based on the fractal distribution of tortuosity. The resulting water content expression is then used to estimate the unsaturated hydraulic conductivity of the fractured medium based on the well-known model of Burdine. It is found that for large enough ranges of fracture apertures the new constitutive model converges to the empirical Brooks-Corey model. Hindawi Publishing Corporation 2013-03-27 /pmc/articles/PMC3628656/ /pubmed/23690746 http://dx.doi.org/10.1155/2013/490320 Text en Copyright © 2013 Guoping Jiang et al. https://creativecommons.org/licenses/by/3.0/ This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. |
spellingShingle | Research Article Jiang, Guoping Shi, Wei Huang, Lili Fractal Analysis of Permeability of Unsaturated Fractured Rocks |
title | Fractal Analysis of Permeability of Unsaturated Fractured Rocks |
title_full | Fractal Analysis of Permeability of Unsaturated Fractured Rocks |
title_fullStr | Fractal Analysis of Permeability of Unsaturated Fractured Rocks |
title_full_unstemmed | Fractal Analysis of Permeability of Unsaturated Fractured Rocks |
title_short | Fractal Analysis of Permeability of Unsaturated Fractured Rocks |
title_sort | fractal analysis of permeability of unsaturated fractured rocks |
topic | Research Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3628656/ https://www.ncbi.nlm.nih.gov/pubmed/23690746 http://dx.doi.org/10.1155/2013/490320 |
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