All good suggestions.
For the 3/8” upgrade, is that everywhere or what I’ll refer to as input into the system and output of the system. That would be the line from the facet into the RO sediment filter, the line from the carbon block into the booster, the line from the booster into the membrane, and the line from the output of the DI which is basically the final output? This leaves the lines in between each stage as the original 1/4”.
Hmm… given that you’re already pushing the limits of 1/4” (per the above comparison of frictional loss per-GPM) on the “supply” side of the system at 72PSI, I think you’re going to start hitting a proverbial wall with product water output rate without converting most of the system to 3/8”…
— on a
BRS RODI, the sediment and carbon filtration stages are interconnected by 1/4” NPT “nipple” fittings… these are measured by ID, so they are not points of restriction and can be ignored…
— the sediment and carbon housings have a 1/4” female NPT inlet and outlet at each end of the housing chain, so switching from a 1/4” push connect to a 3/8” push connect fitting on each end should be easy…
— the ASO for the city water supply might be a bit of a challenge… I’ve never looked for one in 3/8”… I suppose you could run two 1/4” units in parallel to reach your target flow rate if necessary!
— the RO membranes are likewise a challenge, as the housings are only 1/8” NPT… you can switch to a different universal housing with 1/4” NPT inlet threads, or use a 3/8” to 1/4” wye fitting and supply both membranes in parallel…
— once you’ve opened up all plumbing up to the RO membrane housings to at least .250” ID, you can probably stick with 1/4” (OD, .170ID) tubing/fittings from there! (The RO housing splits the high volume of water to two different outlets; product, and waste… therefore each of the two 1/4” lines out of the RO membrane housing has lower GPM flow rates than the single 3/8” line feeding the membrane housings!
— RO waste line might need a size upgrade, it depends on the flow restrictor used…