Visual Map Navigation

View in Semantic Map View in A-Z Index

Related content in other products

International Heat Transfer Conference Digital Library International Centre for Heat and Mass Transfer Digital Library Begell House Journals Annual Review of Heat Transfer

Poiseuille Flow

DOI: 10.1615/AtoZ.p.poiseuille_flow

Poiseuille flow is pressure-induced flow ( Channel Flow) in a long duct, usually a pipe. It is distinguished from drag-induced flow such as Couette Flow. Specifically, it is assumed that there is Laminar Flow of an incompressible Newtonian Fluid of viscosity η) induced by a constant positive pressure difference or pressure drop Δp in a pipe of length L and radius R << L. By a pipe is meant a right circular cylindrical duct that is a duct with a circular crosssection normal to its axis or generator.

Because of the geometry, Poiseuille flow is analyzed using cylindrical polar coordinates (r, θ, z) with origin on the center-line of the pipe entrance and z-direction aligned with the center-line (see Figure 1). Symmetry means that Poiseuille flow is swirl-free and axisymmetric. Thus, the only nonzero components of the velocity u are the radial component ur and the axial component uz: the angular component uθ = 0. Moreover, ur and uz are independent of θ, as is the pressure p. Because the pipe is long, Poiseuille flow is fully developed, that is the velocity u is independent of axial position z everywhere except near the entrance (z = 0) and exit (z = L) of the pipe, from which it follows that ur = 0. Solution of the mass and linear momentum conservation equations, specifically the Navier-Stokes equations, with boundary conditions of no-slip at the pipe wall (r = R) and symmetry at the center-line (r = 0) yields [see Richardson (1989)]


Thus the axial velocity profile is parabolic (see Figure 2). The maximum axial velocity urmax occurs at the center-line (r = 0) and is given by


whereas the mean axial velocity ūz is given by


from which it follows that ūz = urmax/2 . The volumetric flow rate through the pipe is given by


This is the Hagen-Poiseuille Equation, also known as Poiseuille's Law. Experimentally, Eq. (4) is found to be corroborated provided the Reynolds Number (Re) given by


is less than some critical value Rec = 2000, so that there is laminar flow and not Turbulent Flow, though it should be noted that Rec appears to be very much larger than 2000 if particular care is taken to minimize disturbances which might cause flow instabilities; and provided L/R >> C Re where C ~ 0.1, so that the pipe is long enough for entrance and exit effects to be negligible and hence for u to be fully-developed.

Poiseuille flow geometry.

Figure 1. Poiseuille flow geometry.

Axial velocity profile.

Figure 2. Axial velocity profile.

Poiseuille flow is a shear flow with shear-rate γ given by


The viscous dissipation rateε is given by


Dissipation of mechanical energy, that is conversion of mechanical energy (specifically pressure energy) into thermal energy by viscous action, increases the temperature T of the fluid. Assuming, that the temperature T is fully developed, the solution of the energy conservation equation with boundary conditions of specified temperature Tw at the pipe wall (r = R) and symmetry at the center-line (r = 0) yields [see Richardson (1989)]


where λ denotes thermal conductivity. Experimentally, (8) is found to be corroborated provided L/R >> C Pe where C ~ 0.1 and the Peclet Number (Pe) is given by


where c denotes specific heat. The pipe is then long enough for entrance and exit effects to be negligible and hence for T to be fully-developed.

For Poiseuille flow in channels or ducts of noncircular crosssection, analogous expressions can be obtained for velocity and temperature [see Happel and Brenner (1973) and Shah and London (1978)].


Happel, J. and Brenner, H. (1973) Low Reynolds Number Hydrodynamics, Noordhoff, Leyden.

Richardson, S. M. (1989) Fluid Mechanics, Hemisphere, New York.

Shah, R. K. and London, A. L. (1978) Laminar flow forced convection in ducts. Advances in Heat Transfer, Supplement 1, Academic Press, New York.

Number of views: 46445 Article added: 2 February 2011 Article last modified: 16 March 2011 © Copyright 2010-2016 Back to top