Abstract
AbstractStationary incompressible Newtonian fluid flow governed by external force and external pressure is considered in a thin rough pipe. The transversal size of the pipe is assumed to be of the order $$\varepsilon $$
ε
, i.e., cross-sectional area is about $$\varepsilon ^{2}$$
ε
2
, and the wavelength in longitudinal direction is modeled by a small parameter $$\mu $$
μ
. Under general assumption $$\varepsilon ,\mu \rightarrow 0$$
ε
,
μ
→
0
, the Poiseuille law is obtained. Depending on $$\varepsilon ,\mu $$
ε
,
μ
-relation ($$\varepsilon \ll \mu $$
ε
≪
μ
, $$\varepsilon /\mu \sim \mathrm {constant}$$
ε
/
μ
∼
constant
, $$\varepsilon \gg \mu $$
ε
≫
μ
), different cell problems describing the local behavior of the fluid are deduced and analyzed. Error estimates are presented.
Funder
Lulea University of Technology
Publisher
Springer Science and Business Media LLC
Subject
Applied Mathematics,General Physics and Astronomy,General Mathematics
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