Johnseye
Reef Addict
I posted this in the lighting/filtration forum but got no response so I guess a more targeted post would be better.
I'm reading through a lot of threads on these topics and thought I'd reach out for some direct help. I'm in the process of building a 260g on the first floor. External overflow with three 1.5" drains for a Beananimal. The sump will be in the basement. The distance is about 8' of vertical, then 18' of horizontal, then another 5' of vertical. The head calculator says this is about 14' of head.
I'm reading through a lot of threads on these topics and thought I'd reach out for some direct help. I'm in the process of building a 260g on the first floor. External overflow with three 1.5" drains for a Beananimal. The sump will be in the basement. The distance is about 8' of vertical, then 18' of horizontal, then another 5' of vertical. The head calculator says this is about 14' of head.
- Should the drain valves be at the tank or at the sump?
- I assume Spears gate valves for each drain?
- Is sediment build up of real concern with the length of horizontal run? My flow should be strong as I'm looking at either a YellowTail or SunTail Reeflo pump at close to 200g at 24'. I'm sure sediment will build up even with good flow, but my basement ceiling is drywall so access is next to impossible once I close it.
- Is a true union ball valve ok at the pump end to control return flow?
- Are two 45s better than one 90? Assuming yes.
- Better to avoid spaflex if possible, hard plumb everything
- Any advice those experienced with this kind of build can offer is appreciated