I am using a 4 stage system. Sediment filter, carbon block, membrane and single canister DI. I wouldn't say I have any problems per se. My TDS is high, but that's because I need a new membrane. My DI resin became depleted quickly.Do you have sufficient details on your water quality/system setup that would be needed for us to answer that question?
Input TDS? Water quality/contaminate report? Single or dual DI stages? and more ,etc....
Are you having any specific problems with what you are currently using?
Thanks. It looks like chlorine is added. Here is out city's report:This is the way to think of your RO setup. The RO membrane is the most important part. You want to protect it. This is where the sediment and carbon blocks come in. The sediment block filters out small particles that could quickly clog up the membrane. The carbon block then takes care of any chemicals that could harm the membrane. As for microns, there are different theories. I personally go by the philosophy that the sediment filter should be smaller or the same size as the carbon block. If the carbon block is smaller it could become clogged up quicker than the sediment filter and stop working efficiently. I personally have a .2 micron sediment filter and a 1 micron carbon block. You should also check your cities water report (assuming you are on city water) and make sure they are not putting chlormines in the water. If they are, then you want a carbon block that specifically removes this. You should also get a RO membrane with a 98% rejection rate or you can spend the extra like me and get the 99% membrane. My tap water is over 400 tds and my tds after the RO membrane is 4. I personally just order my DI from amazon. Unless you are needing the DI to do something special then the mixed is fine.
With a tds of 4, I should get around 1100 gallons of 0 TDS water out of my DI catridge.
If you don't already have one, you should invest in a handheld tds meter.
Yes, 1 micron should be fine. At 35 tds, you will only get around 125 gallons of 0 tds out of a cartridge of DI.
If your only running 1 DI canister I would run a mixed bed of both resins. It will depend on your water if its more anion or cations. Personally in the city I reside in I almost never use cation up and use anion like its candy. I run 3 canisters (cation, anion, mixed)
With BRS iirc the non-Pro Mixed Bed color changing is Anion, and the Pro is Cation.
Cation is for Calcium, Mag, and Metals
Anion is for Phospahte and nitrates, etc
And +1 to what Opus123 said, protect your RO Membrane... Its what will give you the best life out of the DI Resins.
Tap is 132. Post membrane is 3-5. Keep in mind that I just replaced membrane, sediment filter and carbon block today.Maybe I missed it somewhere, what is the TDS of your tap water? You should expect at least a 95% reduction of TDS post RO.
And, just by the filters, No need to by new canisters and the brackets that hold them. You may need a refillable cartridge for the DI resin.
Heck of a system there. Do u find that you go through less resin with the 3 stage resin setup?I just added the brs 3 stage DI to my spectrapure maxcap system. When I added it I did replying so now the system goes.
5 micron sediment
1 micron sediment
1 micron carbon for chloimines
1 micron general use carbon
Dual RO membranes
Anion
Canion
mixed bed
AFAIK from my limited knowledge of RO systems, a second RO membrane would not reduce your waste water. your waste water is determined by the flow restrictor on the waste out. you could block the waste out totally and you would have 0 waste water, you'd just go through membranes realllllly fast.