Starting Flow in a Circular Pipe

Analysis Characteristics

Reference

White, F. M., “Viscous Fluid Flow,” McGraw-Hill, Inc., New York, 1974, pp. 141-143.

Problem Description

For this case, fluid in a long pipe is initially. A uniform, constant pressure gradient is instantaneously applied. Axial flow starts, and gradually approaches Poiseuille flow. The results are compared to an analytic solution from the reference.

Geometry and Boundary Conditions

Initial Condition: u(x,r,t=0)=v(x,r,t=0)=0.0, = 4.0

Boundary Conditions: v(x,r=0,t>0)=0.0, u(x,r=1,t>0)=v(x,r=1,t>0)=0.0, p(x=0) = 40, p(x=L) = 0

Results

In the table below the u (axial) velocity versus time (sec) at the pipe inlet on the centerline is compared between Autodesk Simulation CFD and the analytical results

  Benchmark 2013: Build 20120131 % Error 2014: Build 20130102 % Error
u(x=0,r=0,t=0.05) 0.1995 0.1986 0.412 0.1989 0.287
u(x=0,r=0,t=0.10) 0.3851 0.3838 0.325 0.3844 0.166
u(x=0,r=0,t=0.20) 0.6517 0.659 1.089 0.660 1.275
u(x=0,r=0,t=0.30) 0.8045 0.822 2.172 0.823 2.339