Hi I modeled a half_pier in a rectangular channel.model is 2D and stesdy state.turbulent model is K-epsilon. we know that dynamic pressure value in front of the pier is maximum,but in my fluent result its value is closely zero.i want to know scheme of dynamic pressure caculation in fluent.

next subject :in 2D models that we have not water column concept thus why fluent shows static pressure distribution in various values.

Thank alot.

set the referce values

Hi SIJALAHMED i think that i set them correctly. now can you help me and explain about this more. thanks alot.