I am simulating hydraulic hammer using the WP component in the thermal hydraulic library. The resulting transient's damping ratio seems to be incredibly sensitive to the number of segments I define within the component. Which results do I trust?
My acoustic courant number is less than 1, each segment is at least 5 diameters in length (although I'm uncertain if this rule of thumb will physically affect the solution so much as it better ensures solver stability and convergence), but varying the number of segments within the WP component changes the rate at which the system achieves a steady state after the downstream valve is closed. The frequency of oscillation doesn't appear to vary, but the peak pressure surge does seem to be slightly affected. I'm concerned because increasing the number of segments doesn't cause the transient to converge to some general damping ratio, and I'm unsure as to how many segments I should use nor which solution I should trust. Any input from those with experience in modelling hydraulic hammer in Easy5 would be greatly appreciated. Thanks!
What Transient friction formulation are you using? If you are trying Zielke, how many transient shear states per segment? The damping results are probably quite sensitive to the transient shear formulation. For laminar flow, the most accurate results are expected to come from Zielke with the maximum number of shear states per segment (20). If there is any turbulence persisting after the water-hammer event then all of the transient friction formulations are, at best, approximations- you may need to try all of them and make an engineering judgement as to what is the worst case or what seems most reasonable.
What Transient friction formulation are you using? If you are trying Zielke, how many transient shear states per segment? The damping results are probably quite sensitive to the transient shear formulation. For laminar flow, the most accurate results are expected to come from Zielke with the maximum number of shear states per segment (20). If there is any turbulence persisting after the water-hammer event then all of the transient friction formulations are, at best, approximations- you may need to try all of them and make an engineering judgement as to what is the worst case or what seems most reasonable.