This discussion has been locked.
You can no longer post new replies to this discussion. If you have a question you can start a new discussion

Modeling stand pipe/surge shaft in water hammer

Hi,

I would like to know how do we model standpipe or surge shaft in Water Hammer. I have provided a pipe with end of pipe elevation more than the HGL with discharge to atmosphere valve as well as without discharge to atmosphere valve, at the end. But I am getting an error in the pipe(stand pipe), pressure less than the vapor pressure. Please suggest a method to model standpipe in WaterHammer.

Parents Reply Children
No Data