Stationary 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.