thnks wicked.
Guys I could really use some help with some q/a on a crash course in some sump plumbing options. I am trying to stick to 50% or bigger for a sump for all the obvious reasons. More water volume means less suttle changes in quality, easier to disperse the bio load, and more room to do more kwel things.
Its the options on the how to I am seriously needing clarifications on. My 90g now has an hob overflow with a 1" utube. this is 600 gallons per hour draining. The new tank has 2x2 3/4 inch holes that will pipe to bulkheads at 1.5". By my math that around 900+ an hour drain capacity each. Does that sound right?
If you go with 10 times the circulation thats 3000 gallon per hour. Granted some can be circulation inside tank. So I believe i am limited to 1800 gph on the overflows.
So if that sounds right, here is the thick of the how to question. Say the drains flow down to another tank in the basement. Forgetting the size for the moment. A pump that can handle that head at 1800gph would undoubtedly need be external right?
So say that tank has overflows. Would it not be very unwise to have that sump drain into a 10-20 gal where I can easily drill a side bulkhead for the pump?
I would rather plug all other overflows and have one drain straight to pump? is that safe?
Say the tank does not have overflows, and drilling would be to risky (150-300gal tank). How to get the water up, and over to go to the tank without priming issues for an external pump.
Sorry so long, but I am tired of trolling cl for something. I am going to walk out and buy somehting. I can hold off on the skimmer and reactors for later as I don't have much coral and everything can stay (all be it moved to another wall) in my existing tank.
Guys I could really use some help with some q/a on a crash course in some sump plumbing options. I am trying to stick to 50% or bigger for a sump for all the obvious reasons. More water volume means less suttle changes in quality, easier to disperse the bio load, and more room to do more kwel things.
Its the options on the how to I am seriously needing clarifications on. My 90g now has an hob overflow with a 1" utube. this is 600 gallons per hour draining. The new tank has 2x2 3/4 inch holes that will pipe to bulkheads at 1.5". By my math that around 900+ an hour drain capacity each. Does that sound right?
If you go with 10 times the circulation thats 3000 gallon per hour. Granted some can be circulation inside tank. So I believe i am limited to 1800 gph on the overflows.
So if that sounds right, here is the thick of the how to question. Say the drains flow down to another tank in the basement. Forgetting the size for the moment. A pump that can handle that head at 1800gph would undoubtedly need be external right?
So say that tank has overflows. Would it not be very unwise to have that sump drain into a 10-20 gal where I can easily drill a side bulkhead for the pump?
I would rather plug all other overflows and have one drain straight to pump? is that safe?
Say the tank does not have overflows, and drilling would be to risky (150-300gal tank). How to get the water up, and over to go to the tank without priming issues for an external pump.
Sorry so long, but I am tired of trolling cl for something. I am going to walk out and buy somehting. I can hold off on the skimmer and reactors for later as I don't have much coral and everything can stay (all be it moved to another wall) in my existing tank.