I have sistuation that there are vibration lines at site due to slug flow. It requires to solve the vibration issue. There are two options I think I can do

Option 1:
Do the static analysis with estimate slug force (DLF=2) to modify appropriate supports. The lines have never been analyzed before and existing support conditions seem not good (less guide and no stopper). This option like a new design.

Option 2:
Do the dynamic analysis (time history). But I need Time vs. Force profile. What kind of data should request from site? After that, any hydraulic transient analysis required to generate Time Force profile or how I can estimate by hand from site data?