Jeamon
Civil/Environmental
- Aug 18, 2003
- 9
I am finalising a design on an inline water booster station that will be supplying a low pressure zone in a Town's distribution system. The pressure zone we will be pumping into is a closed system (i.e. no elevated storage tank/pressure tanks). The pumping station will be equipped with centrifugal pumps on VFDs. In previous designs we have always included a pressure relief valve and we have always piped the PRV to atmosphere by piping it through the wall with a downturned elbow. Our client has asked us why we aren't discharging our PRV to the suction header as he pointed out that other booster stations in his system do that. Upon researching this, I have noticed that a lot of packaged booster pump station suppliers do this. Is this good design practice?
Some points I have against doing this are:
- If there is high pressure/pressure surge upstream of the booster station, our PRV will be able to vent the pressure
- If there is high pressure in the discharge header, you will be relieving pressure into a closed system.
Any comments would be appreciated.
Thanks
Josh
Some points I have against doing this are:
- If there is high pressure/pressure surge upstream of the booster station, our PRV will be able to vent the pressure
- If there is high pressure in the discharge header, you will be relieving pressure into a closed system.
Any comments would be appreciated.
Thanks
Josh