Porous media pressure distribution in centrifugal fields

Hogarth, W. L., Stagnitti, F., Barry, D. A., Lockington, D. A., Li, L. and Parlange, J. -Y. (2013) Porous media pressure distribution in centrifugal fields. Water Resources Research, 49 10: 7133-7138. doi:10.1002/wrcr.20487

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Author Hogarth, W. L.
Stagnitti, F.
Barry, D. A.
Lockington, D. A.
Li, L.
Parlange, J. -Y.
Title Porous media pressure distribution in centrifugal fields
Journal name Water Resources Research   Check publisher's open access policy
ISSN 0043-1397
1944-7973
Publication date 2013-01-01
Year available 2013
Sub-type Article (original research)
DOI 10.1002/wrcr.20487
Open Access Status File (Publisher version)
Volume 49
Issue 10
Start page 7133
End page 7138
Total pages 6
Place of publication Hoboken, NJ, United States
Publisher Wiley-Blackwell
Language eng
Subject 2312 Water Science and Technology
Abstract The simplest use of centrifuges to measure soil properties relies on steady state conditions. Analytical solutions, especially if they are simple, make interpretation of data more direct and transparent. Previous approximations are simplified and have a greatly improved accuracy. Using previous examples as a test, the error on pressure is always less than 1%, compared to about 10% with previous approximations. Key Points using centrifuges to measure soil water conductivity for steady state conditions analytical solutions are obtained to interpret data directly and transparently error on pressure is less than 1% instead of 10% with previous solutions
Keyword Centrifuge
Porous media
Pressure distribution
Soil water conductivity
Two-phase flow
Q-Index Code C1
Q-Index Status Confirmed Code
Institutional Status UQ

Document type: Journal Article
Sub-type: Article (original research)
Collections: School of Civil Engineering Publications
Official 2014 Collection
 
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Created: Tue, 17 Dec 2013, 11:20:42 EST by System User on behalf of School of Civil Engineering