Floyd R Turbo
Either busy or sleeping
Alarm bells sounding
Alarm bells sounding
Tell me if I have serious cause for alarm. Here is the situation. I took over maintenance of a tank back in December '09, it's a 125 acrylic tank, external dimensions are 66 L x 18 W x 24 H Ten e cor, all 3/8" except for the bottom which is 1/4", overflow on end.
After reading this thread and reading all the stories of problems with tanks, I started taking a closer look at this tank.
Here's it is:
The tank is supported by 2 steel square tubes that are probably not big enough, I think they're 1.5" or 2" square
This picture is slightly deceiving, because the back tube (right) is flush against the back of the cabinet, but the tank sits about 2" off the wall. The cabinet behind the tank is open to the drywall, so the back edge of the tank may or may not actually be directly over the tube. I'm guessing it's not.
So these pics are what led me to freak out today.
This first one is a close-up of the bottom of the tank, near the middle. The bottom is 1/4" material, so that gap is a little less than 1/8".
Here is a close-up of the bottom front joint. What you see here is not an optical illusion, this appears to be a seam failure in progress.
Here's the worst section, right about dead-center in the front.
I looked very closely at this from several angles. This crack appears to be vertical through the bottom panel, and parallel to the plane of the inside of the front panel.
When I shined my flashlight into the gap, it looked like the bottom of the tank was bowing and was in contact with the wood going further back. The engineer in my tells me that since the bottom of the tank is not properly supported, neither by the steel tubing (which appears to be deflecting) or the board (which is likely just laminated particle board or MDF), that the bowing of the bottom of the tank has caused a stress fracture at the joint, and the front of the tank is trying to pull away from the bottom.
This tank has been in this location for going on 3 years. What ticks me off is that neither the cabinet maker nor the LFS that moved the tank to this location (it was in another location for a couple of years) bothered to properly support the tank. It is also not known if the tank was completely empty during the move. They scraped the tank against the wall when they moved it and tore up some expensive wallpaper (which led to the severing of the relationship), which indicates to me that they probably left the rock in it and moved it quickly, because there's just no excuse for ruining a wall with an empty tank.
What really puzzles me is the front square beam. It appears that is it only in contact with the tank at the ends on the front, or at best, 1-2" at each end. Would this cause that much deflection? However, the 'why' is not nearly as important at this point as the 'what next'.
My gut tells me to empty the tank right now. I take a lot of pictures of this tank, and as I am pouring through the pictures, I can definitely see this fracturing in older pictures, but I haven't ever taken close-up photos of it, so I really don't have a true frame of reference to tell if it's getting worse or not. So I can't tell with any degree of certainty if it's getting worse, or if it has stopped progressing.
I can tell you that since taking over the tank, I've added plenty of live rock, probably between 50 and 100 pounds (offset by water weight, that probably doesn't factor in much). Most of the LR is stacked along the back of the tank as you can tell in the first picture, so I don't think this has added much. I did recently change the plumbing to allow for higher flow, and this resulted in an increase in the water level of the DT of about 1/2" or so.
So tell me honestly how much I should freak out.
Also, is this a repairable thing? Could I empty and clean the tank, run some #4 or DIY solvent weld into the crack, then add a gusset with #4/DIY or run a bead of #40 along the edge?
Or should I just ditch the tank and build one out of 1/2" like it should have been in the first place?
Alarm bells sounding
Tell me if I have serious cause for alarm. Here is the situation. I took over maintenance of a tank back in December '09, it's a 125 acrylic tank, external dimensions are 66 L x 18 W x 24 H Ten e cor, all 3/8" except for the bottom which is 1/4", overflow on end.
After reading this thread and reading all the stories of problems with tanks, I started taking a closer look at this tank.
Here's it is:

The tank is supported by 2 steel square tubes that are probably not big enough, I think they're 1.5" or 2" square

This picture is slightly deceiving, because the back tube (right) is flush against the back of the cabinet, but the tank sits about 2" off the wall. The cabinet behind the tank is open to the drywall, so the back edge of the tank may or may not actually be directly over the tube. I'm guessing it's not.
So these pics are what led me to freak out today.
This first one is a close-up of the bottom of the tank, near the middle. The bottom is 1/4" material, so that gap is a little less than 1/8".

Here is a close-up of the bottom front joint. What you see here is not an optical illusion, this appears to be a seam failure in progress.

Here's the worst section, right about dead-center in the front.

I looked very closely at this from several angles. This crack appears to be vertical through the bottom panel, and parallel to the plane of the inside of the front panel.
When I shined my flashlight into the gap, it looked like the bottom of the tank was bowing and was in contact with the wood going further back. The engineer in my tells me that since the bottom of the tank is not properly supported, neither by the steel tubing (which appears to be deflecting) or the board (which is likely just laminated particle board or MDF), that the bowing of the bottom of the tank has caused a stress fracture at the joint, and the front of the tank is trying to pull away from the bottom.
This tank has been in this location for going on 3 years. What ticks me off is that neither the cabinet maker nor the LFS that moved the tank to this location (it was in another location for a couple of years) bothered to properly support the tank. It is also not known if the tank was completely empty during the move. They scraped the tank against the wall when they moved it and tore up some expensive wallpaper (which led to the severing of the relationship), which indicates to me that they probably left the rock in it and moved it quickly, because there's just no excuse for ruining a wall with an empty tank.
What really puzzles me is the front square beam. It appears that is it only in contact with the tank at the ends on the front, or at best, 1-2" at each end. Would this cause that much deflection? However, the 'why' is not nearly as important at this point as the 'what next'.
My gut tells me to empty the tank right now. I take a lot of pictures of this tank, and as I am pouring through the pictures, I can definitely see this fracturing in older pictures, but I haven't ever taken close-up photos of it, so I really don't have a true frame of reference to tell if it's getting worse or not. So I can't tell with any degree of certainty if it's getting worse, or if it has stopped progressing.
I can tell you that since taking over the tank, I've added plenty of live rock, probably between 50 and 100 pounds (offset by water weight, that probably doesn't factor in much). Most of the LR is stacked along the back of the tank as you can tell in the first picture, so I don't think this has added much. I did recently change the plumbing to allow for higher flow, and this resulted in an increase in the water level of the DT of about 1/2" or so.
So tell me honestly how much I should freak out.
Also, is this a repairable thing? Could I empty and clean the tank, run some #4 or DIY solvent weld into the crack, then add a gusset with #4/DIY or run a bead of #40 along the edge?
Or should I just ditch the tank and build one out of 1/2" like it should have been in the first place?