Designing a 350g Discus habitat (500g with sump). Using an inline feed to the sump of about 15ml/min. through RO filtration (5g/day). The system is massively biologically filtered, nitrification and denitrification, and uses mineral trays to re-mineralise. The sump uses a standpipe drain to home's drain piping. I've read the RO Basics and came away with 3 questions.
1) My tap water is low TDS & <1ppm chloramine, so I'm not using a DI stage. It would seem logical to go with 4 stages using 6 cans. Two catalyzed carbon (unbind chloramine and remove chlorine), one zeolite (remove unbound ammonia), two sediment filters (stage down) and the RO membrane. However I don't see this configuration used.
2) I'm unfamiliar with filter cans. Is it impractical to use loose minerals (carbon & zeolite)?
3) I want to constrict the flow at the filter system's input to 15-20ml. Logically, the pressure will still build to municipal pressure at the RO as the membrane clogs, as pressure is a function of resistance (doesn't require much flow), Basically this would keep the system below municipal water pressure and restricted to 15-20ml/min in the event of a failure. However I'm uncertain if this will mess up the bypass valve for the waste water separation.
My first post, hope it was ok. Thanks in advance!
1) My tap water is low TDS & <1ppm chloramine, so I'm not using a DI stage. It would seem logical to go with 4 stages using 6 cans. Two catalyzed carbon (unbind chloramine and remove chlorine), one zeolite (remove unbound ammonia), two sediment filters (stage down) and the RO membrane. However I don't see this configuration used.
2) I'm unfamiliar with filter cans. Is it impractical to use loose minerals (carbon & zeolite)?
3) I want to constrict the flow at the filter system's input to 15-20ml. Logically, the pressure will still build to municipal pressure at the RO as the membrane clogs, as pressure is a function of resistance (doesn't require much flow), Basically this would keep the system below municipal water pressure and restricted to 15-20ml/min in the event of a failure. However I'm uncertain if this will mess up the bypass valve for the waste water separation.
My first post, hope it was ok. Thanks in advance!

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