It is an under gravel jet system. Water is returned down into the jet system and up through the substrate. This "hopefully" will keep flow up out of substrate, and dirt/waste towards overflows and drains.What specifically are you trying to accomplish with your in tank plumbing?
I'm not worried about strain on pump, it's 3400 gph at 20 ft of head. It should be fine.I think it will. Personally, I'd be worried about how much gravel I'd have to cover it up with so I couldn't see it and if that would affect the flow by much. And how much extra strain on the pump it would make.
Not sure that matters. I can put the hole in for a siphon break, but there's no sump, so it can only drain until pump and pipes are full....I'd also be concerned with siphoning in the event of a power outtage. You wouldn't want to drain the entire tank if a check valve got stuck. I guess if you just drill a small hole in the return line near the top of the tank that would handle that.
I greatly appreciate the advice. That's why I'm posting on here. Many knowledgeable people to help. More brains and eyes to catch something, know what I mean?Ah, I didn't realize it was a closed system.
I've had 950, 1800 and 3600 gph pumps that I greatly underestimated the power of when I was making returns and spray bars. The extra pressure on the pump when there isn't enough outlet will reduce the life.
Just trying to be helpful, not criticize. It looks great. I can't want to see it done.