So, I figured I'd cause another uproar with the following reference to the hydrostatic paradox:
Given the fact that pressure upon the sides of the tank is dependent upon the height of the water column and NOT the total amount of water contained, why do people go to such great lengths to secure the sides of their tanks?
For example, consider this 2700 gallon vldesign tank. This guy built up the sides of the tank by layering dimensional lumber flat against the bottom and then attaching plywood to it. Did he really need to do that? If the tank is 36" high, it would not appear to exert that much pressure upon the sides of the tank.
I'm led to believe that all we ever really need to do is build Rivermud's Test Tank on whatever scale we need. You would add some basic framing if the sides were larger than one continuous sheet of plywood, but nothing like the vldesign tank.
It would seem important to focus on the bottom of the tank, due to the sheer weight of the volume, as well as the bracing at the top, but the sides appear to be of least concern (unless they're over 3 feet high...).
So, am I going wrong somewhere, or is building up the sides too much an exercise in futility?
Given the fact that pressure upon the sides of the tank is dependent upon the height of the water column and NOT the total amount of water contained, why do people go to such great lengths to secure the sides of their tanks?
For example, consider this 2700 gallon vldesign tank. This guy built up the sides of the tank by layering dimensional lumber flat against the bottom and then attaching plywood to it. Did he really need to do that? If the tank is 36" high, it would not appear to exert that much pressure upon the sides of the tank.
I'm led to believe that all we ever really need to do is build Rivermud's Test Tank on whatever scale we need. You would add some basic framing if the sides were larger than one continuous sheet of plywood, but nothing like the vldesign tank.
It would seem important to focus on the bottom of the tank, due to the sheer weight of the volume, as well as the bracing at the top, but the sides appear to be of least concern (unless they're over 3 feet high...).
So, am I going wrong somewhere, or is building up the sides too much an exercise in futility?