Initial Pressure in Segmented Pipe LP Block?
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Hi,
Recently, I've been investigating replacing the segmented pipe block from SimHydraulics with the segmented pipe LP block to account for head differences between pipeline entry and exit. The system being modelled runs at pressures above 100 bar, however the elevation effect is important, hence the reason to utilize the LP block. I've started modelling with the LP block, however I am slightly confused with one difference to the normal segmented pipe block.
In the normal block you can select the initial pressure condition for all nodes within the segmented pipeline. Generally, this is a constant pressure across my pipeline for steady start-up. however, with the segmented pipe LP block, no control over initial pressure is available. Further to that, there is no information in the documentation to suggest what initial pressure is assumed at each node within the LP pipe. I'm presuming it something like atmospheric pressure + elevation at that point. Can anyone help me out here?
Regards, Jack
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