This is something that I believe would be of assistant to others out there in the pipe stressing world.
When incorporating slug loads into pipe stress analysis we traditionally incorporate a lot of conservatism in the slug loading to account for uncertainties in the fluid flow. Now with the assistance of CFD we can remove a lot of this conservatism.
Refer to the following link;
http://www.engineeringcfd.com/examples_slug2.html Note the force vs. time graph down the page.
In this case the CFD analysis showed that the liquid would not remain structured as a slug for these particular operating parameters. It could be determined that for the process conditions considered, the slug you can see in this example would never occur, hence we would not need to incorporate slug loads into the stress analysis.
Not only do you get the benefit of the reduced slug loads in the analysis, you can also use the force graph to reduce the dynamic amplification factor using ASME B31.1 Fig II-3-2.
I hope this is of some use to someone out there