karimwassef
Active member
The poor access is the biggest problem here. This is a very ambitious design, and you obviously know what you're doing, but I've learned over the years that not being able to access something is a recipe for disaster.
I dont know how you could make that more accessible, but try to figure out a way, even if it just ensuring the eggcrate barriers are not permanent.
All the eggcrate will be removable. The only permanent assemblies will be glass to glass. The large sheet that forms the false floor is the impediment here. Sure, I may be able to climb in to the deep zone and reach in 24" from that side. The flow tanks side will also have an opening but that's a 42" drop down to a 90degree bend.
The vast volume under the 6' x 8' glass sheet will have openings but be practically inaccessible, especially in a stocked and living reef.
In my experience, that means that it will simply be whatever it will be. If something falls in, it will just be there permanently. If a coral or fish dies or gets stuck, that's the way it stays & decomposes. It's basically a large cavity, so it's function won't be impeded. I just have to accept that it is what it is. I have this now with my current tank with some very inaccessible regions cause by coral overgrowth. I've lost numerous frags back there and outside of a robotic assistant on a tether, I found no solutions. So, there's a little graveyard there and some of the fish use it as a hiding/sleeping bed.
A potential solution is to create a window cutout in the false floor (or several) so that these glass windows (or panels) can be removed in extreme cases. This adds even more complexity and cost and most critically - more risk. I tried to eliminate every component or design element that isn't absolutely necessary because each is a potential problem of its own.
Unless the cavern channels are blocked up or full of sand, I'm not sure why I would need to get under there. The openings are large, so it would take a decade of sponge growth to plug it up. That's what the storms are for - to blow out any buildup. The sand and sediment is the more likely issue and that why a large bottom bulkhead to suck water directly out of that region may be a good idea. But under 42" of pressure, that better be one heck of a solid bulkhead. It would be a weak point in the design given the stresses on it and that may require a reinforced bottom (more cost and complexity and risk). So accepting things as they are may be a reasonable compromise. At least that's how I ended up here .