MossRoad
Super Moderator
- Joined
- Aug 31, 2001
- Messages
- 57,924
- Location
- South Bend, Indiana (near)
- Tractor
- Power Trac PT425 2001 Model Year
How much of a total drop in elevation is in the 6" pipe?
You could put a pressure regulator on the system down at the outflow end not to exceed 45psi.
How much of a total drop in elevation is in the 6" pipe?
plowhog, I think you need to solve this 6 inch mystery first. Have you considered root infiltration somewhere along the 6 inch pipe? An old pipe being heaved may have openings, or a separation between pipe lengths. Around here, sewer pipes are famous for this, to the point of complete blockage. Apparently, roots don't need much of an opening. Interesting project though.
I don't know. It runs through a forest on a very shallow grade so it is not easy to measure. I probably need to measure it somehow as I probably need to find a spot where the six inch pipe is 24 feet above it's outlet. It would be about that location where joining the two pipes would add 10 psi.
Doesn't work like that. As you have seen,friction is already overcomeing head in 6" pipe because pipe start's out full at intake but is only 1/2 full at discharge. Reducing size of pipe up-hill from present discharge will only reduce GPM. "IF" 6" pipe is capiable of flowing 45GPM at 45 PSI (which I seriously doubt) ,connecting 6 to 2.5 at existing water box will do much better. The only way I can see to gain head is a tank 20' higher than box and where water box is now. A solar pump capiable of 20' head isn't expensive but the GPM isn't much. Without doing any math,the pump would run for hours and tank would need to be much larger than you probibly can afford. 45GPM is a large volume,esp at 45PSI. The elevated tank might be viable if you can run fewer sprinklers at same time. Commercial growers in the valley use flood irrigation for their crops,can you do that with at least some of yours? I keep coming back to less GPM for and extended time being the solution.I don't know. It runs through a forest on a very shallow grade so it is not easy to measure. I probably need to measure it somehow as I probably need to find a spot where the six inch pipe is 24 feet above it's outlet. It would be about that location where joining the two pipes would add 10 psi.
Doesn't work like that. As you have seen,friction is already overcomeing head in 6" pipe because pipe start's out full at intake but is only 1/2 full at discharge. Reducing size of pipe up-hill from present discharge will only reduce GPM. "IF" 6" pipe is capiable of flowing 45GPM at 45 PSI (which I seriously doubt) ,connecting 6 to 2.5 at existing water box will do much better. The only way I can see to gain head is a tank 20' higher than box and where water box is now. A solar pump capiable of 20' head isn't expensive but the GPM isn't much. Without doing any math,the pump would run for hours and tank would need to be much larger than you probibly can afford. 45GPM is a large volume,esp at 45PSI. The elevated tank might be viable if you can run fewer sprinklers at same time. Commercial growers in the valley use flood irrigation for their crops,can you do that with at least some of yours? I keep coming back to less GPM for and extended time being the solution.