- #1
saxman2u
- 19
- 1
I have a rainwater collection system in Austin, TX, where we have to pump water to our main 30,000 gallon tank. The system works great. My question is, our 3 HP pump pumps about 85 gallons per minute. The length of the 2"pump line is about 300 ft, elevation change is about 50 feet higher. Throw in about 12 elbows and you have your head loss, it is around 90 feet of head according the pump curve sheet.
My question is, when i installed the system years ago, i stubbed in another 2" line that is currently not being used. Would this decrease my current feet of head? If so, by how much? Just curious, I am wondering if it's worth the time and energy to plumb in this line as well. Occasionally, the pump can't keep up and the small 2500 gallon "stage" tank overflows since the pump can't keep up with a rain rate of 8" per hour rate rain event that lasts a few minutes.
pump curve here for 3HP pump:
https://www.google.com/search?q=pen...BAgHEA0&biw=1280&bih=846#imgrc=r7OqLyuhGhA1LM:
Thanks,
-S
My question is, when i installed the system years ago, i stubbed in another 2" line that is currently not being used. Would this decrease my current feet of head? If so, by how much? Just curious, I am wondering if it's worth the time and energy to plumb in this line as well. Occasionally, the pump can't keep up and the small 2500 gallon "stage" tank overflows since the pump can't keep up with a rain rate of 8" per hour rate rain event that lasts a few minutes.
pump curve here for 3HP pump:
https://www.google.com/search?q=pen...BAgHEA0&biw=1280&bih=846#imgrc=r7OqLyuhGhA1LM:
Thanks,
-S