I need some feeback on sump design. pro's/con's?

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menace78

Well-known member
Joined
Apr 22, 2008
Messages
208
Location
West Seattle
I was originally thinking of going with a closed loop but decided that I would rather keep allot of water flowing threw existing plumbing rather than have a PVC nightmare behind the tank ;)

The tank is a 135g aga tempered so no drilling :(
I have a overflow rated at 1600GPH and was thinking about getting a mag 12 pump and adding a second bulkhead that was smaller so that I could run ~ 80% of the overflow threw the skimmer and ~20% threw the fuge so I can use the return for ~1/2 of the tank circulation while not blasting my fuge :p
At 4' head hight I would still be running 1000+GPH threw the sump.

The question is. Is there anything I'm not thinking about?
Foreseeable problems with the design?
and any pro's/con's for not doing this and running a closed loop?
Anyone seen something like this in action?


Thank you,
Casey
 
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