Hi, do anyone have experience in simulating tube rupture dynamic simulation?
I am trying to reach an optimum point which shutdown valve can close asap without letting the process gas (shell side) reaching into the utility system (tube side) and also to ensure that pipeline design pressure can cater the surge pressure.
My results show that:
Case 1:
SDV A at the shell side pipeline closing time : 4 sec
SDV B at the tube side pipeline closing time : 1 sec
The peak flowrate that occurs at SDV A inlet = 1000m3/hr
Case 2:
SDV A at the shell side pipeline closing time : 4 sec
SDV B at the tube side pipeline closing time : 0.5sec
The peak flowrate that occurs at SDV A inlet = 1000m3/hr