Simulate with complex geometries and complex physics
NonQuasiStationary
various instances of simple box driving through a channel of water, apply different pressure BC at each instance
Non-quasistationary mode: BOX moves with user given velocity, POOL is at rest.
Besides this, the input files of this example and the ones of MESHFREE.GettingStarted.SpecialCases.WaterCrossing.SimpleBox.DifferentTypesOfPressureBoundaryConditions.QuasiStationary are absolutely identical.
Start several instances of the classical box-in-channel example:
A box of 5 meters length, 2 meters width, and 1 m height is driven with constant velocity through a water channel, 20 meters long. The water height in the channel can be set by the user (default 1m), the box half-dived into the water. By movement, it forms a breaking front wave.
The problem is copied several times. Each copy runs in a different chamber. In each chamber, we apply a dedicated type of boundary condition for the dynamic pressure. The dynamic pressure %ind_p_dyn% is measured at monitor points at the front of the box and written to a .timestep file.
In common_variables, study the behavior of the boundary condition BoundaryConditions.BCON.%ind_p_dyn%.%BND_none% based on the choice of FLIQUID_ConsistentPressure_Version .
| List of members: | |
|---|---|
| USER_common_variables | simple box driving through a channel of water: USER_common_variables.dat |
| Ucv_SinglePoolWithBox | simple box driving through a channel of water: Ucv_SinglePoolWithBox.dat |
| common_variables | simple box driving through a channel of water: common_variables.dat |