Syntax1325
Acro Addict
My tap tds is 25. I have two portable tds meters, one is a hannah and one is from Air Water and Ice: Hannah says 25 and Air water and Ice says 23.
I used tap water for a while, ran phosban as a precaution. IDK if it did much good tho since I only had a API test back then. I think LC would get kind of expensive. I'd be more worried about what else is coming in along with the phos, like you said about ag runoff - could be antibiotics, pesticide, etc.... Has anyone ever used lanthanum cloride i mix water before mixing with salt?
It doesn'tIf chloramine does not produce algae, then I'm stumped.
I think there would be a point of diminishing return, like the others have said.Ok, so I bought a 5 stage 75gpd RO/DI system, too fast, and then regretted it. So now I'm ordering another DI canister, and a "150gpd RO upgrade kit", which basically runs the RO wastewater directly into another membrane and filters it again.
The question I have is, how many times can this be done? 3 RO membranes? 4?
No, I bought a pretty nice one from the filter guys. I just decided that I regretted it because street more reading I decided I wanted dual ro and dual di, but the one I ordered was only a five stage. It was a minor regret, no a "holy crap what did I do" regret, lol.
Then I would say you made little, if any, mistakes. While you can buy customized dual RO membrane, dual DI cartridge systems, the price isn't all that much of a discount over buying the parts and doing it yourself.
With respect to your original question, there are two pieces to the "how many membranes can I run in series" question. The first is pressure; since all hobbyist systems use a flow restrictor on the waste side, then the pressure to your second (or third, fourth, fifth, etc...) will be reduced after each RO membrane. Practically speaking, you can't boost the upstream tap pressure much beyond 130 psig because the fittings and membrane housing of the first stage won't be able to take the pressure and will leak.
The second limitation is the dissolved substances in your water. Certain common dissolved substances, such as divalent cations like calcium, magnesium and manganese, can combine with small amounts of sulfates, phosphates or carbonates in the water to form insoluble precipitates. Because the concentration of these substances is highest at the surface of the RO membrane, that's where they will precipitate and plug the membrane. The 1:4 or 1:3 product to reject ratio that one often sees as the rule of thumb for proper operation is just that - a rule of thumb. If your tap water was free of sulfates, carbonates and divalent cations, then you could run a 9:1 product to waste ratio without issue, giving you a 90% production rate with only a 10% waste. Commercial systems achieve these sorts of ratios with ordinary water by injecting chemicals that prevent the precipitation of calcium & magnesium carbonate and sulfate.
If your incoming water is very low in TDS and also quite low in sulfates and carbonate hardness (municipal water rarely has significant phosphate), you can run your system with a considerably higher product to waste ratio than the common rule of thumb. I'd guess that most in the Eastern US with characteristically low municipal TDS can safely run a 1:2 waste to product ratio - that's how my system runs. In a municipality that gets its primary feed from Colorado river water that's infamously nick-named "liquid rock", a product to waste ratio of 1:6 or 1:8 might be more appropriate.
Well, I think my tds is pretty low here, <70, if I got an accurate reading. Will my RO membrane automatically produce at whatever rate it's capable of, given my water? Or do I need to adjust the pressure or the membrane or something to get a higher product/waste ratio?