Modeling of transport process of biological fluids in the material with two-level porosity

Abstract

This paper suggests the transport model of biological fluid in separate individual macropore with microporous walls. The flow in macropore is described based on Navier-Stokes equations, microporous medium is described by Brinkman model. The analytical solution of the stationary problem is derived for the condition of the given pressure gradient in macropores.

Original language	English
Title of host publication	Advanced Materials with Hierarchical Structure for New Technologies and Reliable Structures
Publisher	American Institute of Physics Inc.
Volume	1683
ISBN (Electronic)	9780735413306
DOIs	https://doi.org/10.1063/1.4932851
Publication status	Published - 27 Oct 2015
Event	International Conference on Advanced Materials with Hierarchical Structure for New Technologies and Reliable Structures 2015 - Tomsk, Russian Federation Duration: 21 Sep 2015 → 25 Sep 2015

Conference

Conference	International Conference on Advanced Materials with Hierarchical Structure for New Technologies and Reliable Structures 2015
Country	Russian Federation
City	Tomsk
Period	21.9.15 → 25.9.15

ASJC Scopus subject areas

Physics and Astronomy(all)

Access to Document

10.1063/1.4932851

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Cite this

Nazarenko, NN & Knyazeva, AG 2015, Modeling of transport process of biological fluids in the material with two-level porosity. in Advanced Materials with Hierarchical Structure for New Technologies and Reliable Structures. vol. 1683, 020161, American Institute of Physics Inc., International Conference on Advanced Materials with Hierarchical Structure for New Technologies and Reliable Structures 2015, Tomsk, Russian Federation, 21.9.15. https://doi.org/10.1063/1.4932851

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abstract = "This paper suggests the transport model of biological fluid in separate individual macropore with microporous walls. The flow in macropore is described based on Navier-Stokes equations, microporous medium is described by Brinkman model. The analytical solution of the stationary problem is derived for the condition of the given pressure gradient in macropores.",

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