I think the last several posts explained some of my points clearly... thanks. If you do experiments with pumps and temperature though, consider that you should ideally have little to no air space above the water, as the heat added to the lid with condensation is separated from the water with the air gap... in any case, I think we agree that deviations in T would illustrate either unaccounted evaporation or limits in experimental precision. Alternatively, maybe you could start the experiment after the air gap had reached equilibrium with respect to the partial pressure of water vapor in the air...?
I think that the point of the already turbulent tank not having its evaporation increased that much (w/ say an additional powerhead) is good - hadn't thought of it that way.
Chem, I tried to implement the "near same level" tank/fuge/sump height plan you have, as I think it makes perfect sense as long as the overflows handle the the flow you want. Unfortunately, even though I have the sump in the room behind, I couldn't quite make it work for geometric reasons. I agree that it's silly to let water crash to another level, only to have to pump it back again. That's major energy consumer for sump-in-the-stand setups. I just set up a surge system for the sole flow in my tank, but have yet to consider all of the energy dynamics. The goal is to try to have the benefits of 100x type turnover sps systems with just one dart for a 180. I made a airstone skimmer, and don't think I can get away with gravity feeding it. So I'll have to waste power on another pump....
In specific reference to the large return pump - really needed ? thread, do you think that 100x, say 15% of time, comes close to 80x 100% of time? Other than coral response, the issue is having enough flow for suspending waste solids so they reach the critical region near the overflow, such that they get carried over during one surge cycle. I they don't, the detritus will remain, and if they do, the detritus might make it over, and at this point, the concern is the percentage of detritus that does make it in relation to the rate at which it is generated by lr flock/etc. Surge only is in direct conflict with small return, tunze/closed loop systems, as all flow goes through the sump. I'm wondering if the overall efficiencies might be better for these types of systems... Will start a thread sometime about all of this, but mention it here because my original thought was to save on the pge bill, yet still not compromise on sps health. Thoughts?
G1