[Hello All,
I am in the process of getting all the parts and pieces for my new 105 set up and I have a check my sanity question. I think a Mag 9.5 is the return pump I want to use. The tank has a single overflow with a 1 inch drain. I went to RC and used the Head Loss and Drain/Overflow Size calculators and this is what I came up with.
I played around with the Overflow calculator to determine what the maximum amount of flow that could go through the 1 inch return and determined that it is 592 gallons per hour.
Then figured the head loss. My tank rim is 60 inches or 5 ft tall. I figured in a few elbows, a union and a ball valve all at 3/4 inches due to the return line bulk head being 3/4 inches and of course the Mag 9.5 and it said,
"Total losses are 6.52 feet of head pressure, or 2.82 PSI. with a flow rate of 677 GPH"
Now 677 - 592 = 85.
Assuming the calculation are correct that means I would be pumping in 85 gallons more an hour then the drain can handle. That would run the sump/refugium dry and over flow the tank, right? I also assume I could add a T and a ball or gate valve in the return line and use this to regulate some of the flow back to the sump.
Does this all make sense or do you thing a Mag 9.5 is too much pump for a single 1 inch overflow?]
I am in the process of getting all the parts and pieces for my new 105 set up and I have a check my sanity question. I think a Mag 9.5 is the return pump I want to use. The tank has a single overflow with a 1 inch drain. I went to RC and used the Head Loss and Drain/Overflow Size calculators and this is what I came up with.
I played around with the Overflow calculator to determine what the maximum amount of flow that could go through the 1 inch return and determined that it is 592 gallons per hour.
Then figured the head loss. My tank rim is 60 inches or 5 ft tall. I figured in a few elbows, a union and a ball valve all at 3/4 inches due to the return line bulk head being 3/4 inches and of course the Mag 9.5 and it said,
"Total losses are 6.52 feet of head pressure, or 2.82 PSI. with a flow rate of 677 GPH"
Now 677 - 592 = 85.
Assuming the calculation are correct that means I would be pumping in 85 gallons more an hour then the drain can handle. That would run the sump/refugium dry and over flow the tank, right? I also assume I could add a T and a ball or gate valve in the return line and use this to regulate some of the flow back to the sump.
Does this all make sense or do you thing a Mag 9.5 is too much pump for a single 1 inch overflow?]