On my 240, I am running 2 Durso standpipe at 1 1/4" from the overflows to the bulkhead and 1" from bulkhead to the sump
I have a 1" PVC from the water pump coming up to a tee, then split in between the two return pipe up to the tank.
My question is this;
The Durso I calculated to drain out about 600 gph each x 2 = 1200 gph going into the sump.
Shouldn't I want at least 1200 gph coming out the pump to reach the two return pipe into the tank ?
Considering 6 ft of vertical line, 3 ft of horizontal line and 2 90 degrees, I'd imagine that I need a pump that is capable of doing 10 ft of head loss and at 1200 gph, this means I need somewhere between mag 24 and comparable pump..
It seems kind of a lot of pump (mag 24) to be able to match the flow of the return from the dursos.
Any input ?
stan
I have a 1" PVC from the water pump coming up to a tee, then split in between the two return pipe up to the tank.
My question is this;
The Durso I calculated to drain out about 600 gph each x 2 = 1200 gph going into the sump.
Shouldn't I want at least 1200 gph coming out the pump to reach the two return pipe into the tank ?
Considering 6 ft of vertical line, 3 ft of horizontal line and 2 90 degrees, I'd imagine that I need a pump that is capable of doing 10 ft of head loss and at 1200 gph, this means I need somewhere between mag 24 and comparable pump..
It seems kind of a lot of pump (mag 24) to be able to match the flow of the return from the dursos.
Any input ?
stan

