Ok, so, I am 90% finished with a drain back set up; but the dang bleeder orifice valves DO NOT work. They trickle, but don’t really jet out unless I hit them or bang on the pipe—not something im gonna be down there doing. The only reason I can guess they aren’t working is because of the weight/volume/pressure of the water in the line. So let me back up.
My run is approximately 300 feet from the water tank down to the submersible pump in the river. This 300’ distance has an elevation of about 44’ (head). The line is perfectly sloped from the tank all the way down to the pump in the river, I used a sight level and fastened the waterline to trees all the way down to keep it pitched.
I know there is a alternate spring loaded version of these bleeder orifices as opposed to the ball bearing, but they have a 10 psi threshold and the weight of 300’ of water in a 1” pipe with 44’ head will constantly be around double that so it won’t open.
What can I do!? It’s also worth mentioning that ideally my pump should be at a 45° angle but I did also try the pump vertical to see if the bleeder orifices would work but they still didn’t really.
I am no plumber or well designer or pump person whatsoever and I myself have envisioned a design for a valve that would work in this scenario with a Y and little flap with a lip on a hinge that would divert the water back into the river when the pump stopped and pressure was reversed; hard to believe one doesn’t exist?
There is a company that designs cottage water systems that has some type of proprietary diverter valve, yet they wont sell it without their full system which is crazy because theyd likely make a killing since these apparently don’t exist otherwise.
Does anybody have any thoughts for the situation?
I am right down to the wire in Maine here and I fear I will be without water this Winter.
Drainage is the only roadblock in front of me right now I have everything else completely ready to go with heat tape and everything.
Is there a valve company that I could call to make this based on my design idea? Grasping at straws
HALP!
My run is approximately 300 feet from the water tank down to the submersible pump in the river. This 300’ distance has an elevation of about 44’ (head). The line is perfectly sloped from the tank all the way down to the pump in the river, I used a sight level and fastened the waterline to trees all the way down to keep it pitched.
I know there is a alternate spring loaded version of these bleeder orifices as opposed to the ball bearing, but they have a 10 psi threshold and the weight of 300’ of water in a 1” pipe with 44’ head will constantly be around double that so it won’t open.
What can I do!? It’s also worth mentioning that ideally my pump should be at a 45° angle but I did also try the pump vertical to see if the bleeder orifices would work but they still didn’t really.
I am no plumber or well designer or pump person whatsoever and I myself have envisioned a design for a valve that would work in this scenario with a Y and little flap with a lip on a hinge that would divert the water back into the river when the pump stopped and pressure was reversed; hard to believe one doesn’t exist?
There is a company that designs cottage water systems that has some type of proprietary diverter valve, yet they wont sell it without their full system which is crazy because theyd likely make a killing since these apparently don’t exist otherwise.
Does anybody have any thoughts for the situation?
I am right down to the wire in Maine here and I fear I will be without water this Winter.
Drainage is the only roadblock in front of me right now I have everything else completely ready to go with heat tape and everything.
Is there a valve company that I could call to make this based on my design idea? Grasping at straws
HALP!