I cat see to figure out the difference between these three selections, could some pleas explain. Thanks.
If you have access to the SOLIDWORKS Knowledge Base (KB), the following KB solution explains the differences in detail:
S-060892: "Difference between static, dynamic, total and environment pressure"
Otherwise, the Internal Flow Boundary Conditions chapter of the Flow Simulation Technical Reference document may be a good starting point:
Thank you for your response, that database on SolidWorks has some useful information.
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