TECHNICAL PAPERS
Mar 1, 2007

Particle Penetration through Inclined and L -Shaped Cracks

Publication: Journal of Environmental Engineering
Volume 133, Issue 3

Abstract

This paper presents a particle penetration model predicting particle penetration coefficient (Pp) through a narrow crack of arbitrary incline angles (θ) . The objective was to simulate Pp for outdoor-to-indoor particle penetration for residential infiltration conditions. This model assumes laminar infiltration flow and considers particle deposition from both gravitational sedimentation and Brownian diffusion. For micron-sized particles, modeling results indicate that gravitational sedimentation is the major deposition mechanism. Pp increases monotonically with θ because effective particle sedimentation velocity (vscosθ) decreases monotonically with θ . For submicron-sized particles (0.1μm) , Brownian diffusion is the major particle deposition mechanism. Because Brownian diffusion is a nondirectional deposition mechanism, crack inclination did not affect Pp . This study applied this model to estimate Pp for L -shaped cracks, and validated modeling results with experiments. Experimental results indicated that inertial impaction and crack entrance cutoff effects were not significant particle deposition mechanisms for the test micron-sized particles. Gravitational sedimentation was the major deposition mechanism. An L-shaped crack can be simulated as the combination of horizontal and vertical sections. This model agreed reasonably with experimental results.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 133Issue 3March 2007
Pages: 331 - 339

History

Received: Feb 8, 2005
Accepted: Jul 6, 2006
Published online: Mar 1, 2007
Published in print: Mar 2007

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Authors

Affiliations

Chwen-Jyh Jeng
Professor, Toxcon Health Sciences Research Centre Inc., 9607 41 Ave., Edmonton AB, Canada T6E 5X7. E-mail: [email protected]
Warren B. Kindzierski
Associate Professor, Dept. of Civil and Environmental Engineering, Markin/CNRL Natural Resources Engineering Facility, Univ. of Alberta, Edmonton AB, Canada T6G 2W2 (corresponding author). E-mail: [email protected]
Daniel W. Smith
Research Scientist, Dept. of Civil and Environmental Engineering, Markin/CNRL Natural Resources Engineering Facility, Univ. of Alberta, Edmonton AB, Canada T6G 2W2. E-mail: [email protected]

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