I currently have 1000 gal pond and am currently building a much larger pond. The new pond is 14 ft x 16 ft x 5 ft deep. I am hand digging this out. I enjoy the work. I will have a 2 waterfalls and about 8 to 10 feet of stream. This will be a 2 pump system 1 for waterfall and bottom drains ( gravity fed ) and 1 for circulation. Estimated pumping capabilities 16000 gal per hour. Estimating a 4600 gal pond with 1200 more in filtration. looking for circ rate of about 1.5 to 2 times per hour.
I intend on using 4 tanks, a settlement tank, tied to a vortex tied to a bio filter and then tied to a polishing chamber. Each should be about 3 x 3 x 3 ft chamber. May be overkill , but have the room and think this will give me plenty o filtration.
My question(s) is this: I have thought about using fiberglass for the chambers. since the weight of this would be avout 1800 lbs / tank, how thick should the walls be ( the chambers will be underground) ? Does any one know how to calculate this? Or is there a better method for these tanks?
I am still in design phase on this section of the pond so I can go any way.
But I think this is one of the better ways to handle the filtration of my pond.
Any thoughts or help would be appreciated.
Thanks
I intend on using 4 tanks, a settlement tank, tied to a vortex tied to a bio filter and then tied to a polishing chamber. Each should be about 3 x 3 x 3 ft chamber. May be overkill , but have the room and think this will give me plenty o filtration.
My question(s) is this: I have thought about using fiberglass for the chambers. since the weight of this would be avout 1800 lbs / tank, how thick should the walls be ( the chambers will be underground) ? Does any one know how to calculate this? Or is there a better method for these tanks?
I am still in design phase on this section of the pond so I can go any way.
But I think this is one of the better ways to handle the filtration of my pond.
Any thoughts or help would be appreciated.
Thanks