Non-linear fluid flow through rough-walled fractures

Fractures in rock mass are the main flow paths and introduce as a most important attribute in rock mass hydraulic behavior. Hydraulic properties of rock mass are important in civil, mining, and environmental such as Isolation of hazardous and nuclear waste, petroleum and geothermal energy. In this p...

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Main Authors: Javadi, M., Sharifzadeh, Mostafa, Shahriar, K., Mehrjooei, M.
Other Authors: n/a
Format: Conference Paper
Published: n/a 2009
Online Access:http://hdl.handle.net/20.500.11937/39829
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author Javadi, M.
Sharifzadeh, Mostafa
Shahriar, K.
Mehrjooei, M.
author2 n/a
author_facet n/a
Javadi, M.
Sharifzadeh, Mostafa
Shahriar, K.
Mehrjooei, M.
author_sort Javadi, M.
building Curtin Institutional Repository
collection Online Access
description Fractures in rock mass are the main flow paths and introduce as a most important attribute in rock mass hydraulic behavior. Hydraulic properties of rock mass are important in civil, mining, and environmental such as Isolation of hazardous and nuclear waste, petroleum and geothermal energy. In this paper, single-phase fluid flow through a rock fracture was studied. Computational domain for an artificial three-dimensional fracture was generated and used for numerical fluid flow simulations. Both laminar and turbulent flow simulations were performed for a wide range of inlet velocities. The results show that the relation between pressure drop and flow rate has a quadratic polynomial form and Forchheimer law was fitted very well to flow simulation results. Also the predicted static pressure drop for turbulent flow simulation was roughly 3% to 17% more than those predicted with laminar flow simulation at Reynolds number of 4.5 to 89.5, respectively.
first_indexed 2025-11-14T09:00:28Z
format Conference Paper
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T09:00:28Z
publishDate 2009
publisher n/a
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-398292017-01-30T14:37:21Z Non-linear fluid flow through rough-walled fractures Javadi, M. Sharifzadeh, Mostafa Shahriar, K. Mehrjooei, M. n/a Fractures in rock mass are the main flow paths and introduce as a most important attribute in rock mass hydraulic behavior. Hydraulic properties of rock mass are important in civil, mining, and environmental such as Isolation of hazardous and nuclear waste, petroleum and geothermal energy. In this paper, single-phase fluid flow through a rock fracture was studied. Computational domain for an artificial three-dimensional fracture was generated and used for numerical fluid flow simulations. Both laminar and turbulent flow simulations were performed for a wide range of inlet velocities. The results show that the relation between pressure drop and flow rate has a quadratic polynomial form and Forchheimer law was fitted very well to flow simulation results. Also the predicted static pressure drop for turbulent flow simulation was roughly 3% to 17% more than those predicted with laminar flow simulation at Reynolds number of 4.5 to 89.5, respectively. 2009 Conference Paper http://hdl.handle.net/20.500.11937/39829 n/a restricted
spellingShingle Javadi, M.
Sharifzadeh, Mostafa
Shahriar, K.
Mehrjooei, M.
Non-linear fluid flow through rough-walled fractures
title Non-linear fluid flow through rough-walled fractures
title_full Non-linear fluid flow through rough-walled fractures
title_fullStr Non-linear fluid flow through rough-walled fractures
title_full_unstemmed Non-linear fluid flow through rough-walled fractures
title_short Non-linear fluid flow through rough-walled fractures
title_sort non-linear fluid flow through rough-walled fractures
url http://hdl.handle.net/20.500.11937/39829