Thanks to Jean-Michel Hervouet for providing Telemac3d_principle_note_150114_provisional.pdf. This tecnical note seems very helpful in understanding the technical details.
Since the non-hydrostatic cases deal with P_d(dynamic pressure), Does the PROJECTION SOLVER and PPE SOLVER comes into picture ONLY in NON-HYDROSTATIC cases?
(i.e. one should not bother about PROPAGATION SOLVER and PPE SOLVER in HYDROSTATIC cases)
I hope you would correct me if i am not right in the above statement.
Thanks in advance
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PROJECTION SOLVER is not currently used. It refers to the equation giving the final velocity as a function of the dynamic pressure, once the dynamic pressure is known. This is currently done by lumping the mass matrix in the variational formulation, so only a division by a diagonal is required, not the full solution of a linear system.
Regards,
JMH
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