dmschiff
Member
First let me warn you of my overall plumbing ignorance and my inability to spell. I apologize in advance for any stupid questions. Yes , there will be many!
Here we go:
120 gal AGA with dual built in corner overflow overflow rated 600 gph each
2 megaflow kits
Approx. 40 gal diy sump/fuge
mag 18 (which I believe is only pumping 1000 at 0 head and about 750 as plumbed. --another story for later--working on that)
What is the recommended water level of the DT? Should it be to the top of the slits in the corner overflow? OR Should it actually go over the top of the outerwall of the overflow?
At this point the outerwall of the overflow (with the slits) is not allowing enough flow into the corner chamber where the drain is located. Therefore, we had to cut back the drain flow.
Why isn't it keeping up? I assume that the surface area of those slits should be enough to allow for the 600 GPH drain or else why would anyone buy this product?
I know I read in one of SCSInets posts that you should never use the ball valve to cut back the drain (except for maintenance) so what is the alternative?
If anyone is brave enough to take on the challenge of explaining this much to me I'll probabley have more questions later.
Thanks!
Here we go:
120 gal AGA with dual built in corner overflow overflow rated 600 gph each
2 megaflow kits
Approx. 40 gal diy sump/fuge
mag 18 (which I believe is only pumping 1000 at 0 head and about 750 as plumbed. --another story for later--working on that)
What is the recommended water level of the DT? Should it be to the top of the slits in the corner overflow? OR Should it actually go over the top of the outerwall of the overflow?
At this point the outerwall of the overflow (with the slits) is not allowing enough flow into the corner chamber where the drain is located. Therefore, we had to cut back the drain flow.
Why isn't it keeping up? I assume that the surface area of those slits should be enough to allow for the 600 GPH drain or else why would anyone buy this product?
I know I read in one of SCSInets posts that you should never use the ball valve to cut back the drain (except for maintenance) so what is the alternative?
If anyone is brave enough to take on the challenge of explaining this much to me I'll probabley have more questions later.
Thanks!