rick rottet said:
tschopp- yes, correct. the long side of the greenhouse is oriented north-south and the tanks are perpendicular to that.
That was one of Calfo's recommendations, to have the greenhouse itself oriented south (or southeast) and have the tanks perpendicular.
I'm not sure I understand what you are saying about having the tanks north south would eliminate blocking from the pvc wall. The walls of the tanks will be the same height all the way around. It seems to me that the sun would hit a two foot wall the same wether it is 7' long or 2' long.
I do agree that I will need some shade... in summer. Again according to Calfo, about 30% from May to September. I also expect to have to use some supplemental lighting over shallow water stonies (or those gaudy yellow leathers, etc.) in winter.
I been meaning to ask you..your formula for deflection seems pretty simplistic. Does it account for length of sides (longer material should bow more?), height of sides (taller material should bow more?), additional support features? Is it for the sides themselves or can it also be applied to the joints? Am I even understanding the application? Questions seem a little ignorant considering my dad works in materials research. 
About the tanks being N-S vs E-W. If the sun is 45 degrees above the horizon. The 2' tank wall will cast a shadow of 2' at the bottom of the tank, or 1' half way down the tank where the corals will be. If the tank is E-W (at 1/2 way down) you will have 1' x 7' in the sun and the rest in the shade. If the tank is N-S you will have 2' x 6' in the sun and the rest in the shade.
With the N-S tanks the coral will not get much light on the N side. With E-W tanks you will get reflection off the wall N of the corals that will help to light the N side.
The deflection formula was kept overly simple. The formula I was using is based on deflection of a beam that is not anchored at the ends. Clearly this is not the case you have for any of the joints or the deflection of the top rim. It can be used to make some simple comparisons and ilustrate some concepts.
Deflection at the middle of a beam is given by:
D = F L^3/ (T X H^3)
F is a material property that I have not looked up for PVC. L is the length of the beam in your case 7'. T is the thickness of the beam (for a 2x6 it is 2"). H is the height of the beam (6" for a 2x6). If you are making comparisons where some of the things stay the same and some change then you can make an easy comparison between the 2. For example, the deflection of the rim. The geometry of the tank is the same, the material is the same (pvc), legth of the tank is the same. The thing that changed was T and H all the other stuff is the same. The comparison does not tell you what the deflection will be only that one type will deflect 1/2 as much as the other.
I hope you did not interpret the numbers 1/16 and 1/8 as deflections in inches, they are not. They were only to point out that the 1/2" bar is 1/2 as good as the 1" EL.
To get the actual deflection you would need to consider the entire system, panels, x-brace, corner brace, etc. This is non-trivial and why I sugjest you build one and see how you like it. If you are happy then build the other 19, if not add more support until you are.
For my tank I did not do a full static caculation, I made some simplifications that would guarantee an over built tank. I did calculate the actual deflection in the wood on the top rim, but I only considered the force it would need to support, I did not include the ability of the glass to handle some of the deflection. Since a 3/4" pannel of glass can certainly help resist the deflection the result is an over built tank. I did the initial fill in my house, I could not risk having 500 gal let loose in the family room.
The length is an important thing. Having ran the numbers on my 8' tank I would say you will need x-brace or some serious bracing on the 7' length. If you put 2 x-brace in the tank is effectivly then 2.3' long x 2' high.