northbay-reefer
Active member
fahz ... thanks for the test, this is eye opening ... I know that I was saving water by doing it this way the last 5 years, but never measured to see how much
<a href=showthread.php?s=&postid=7568220#post7568220 target=_blank>Originally posted</a> by fahz
Here are more results at lower pressure readings and without a doubt the waste water savings are eye opening. I could not get a good psi reading before the filter housings because of needle flutter.
Jim
Three might be too much but lets see what you get.<a href=showthread.php?s=&postid=7568514#post7568514 target=_blank>Originally posted</a> by yourfishman
Jim
im going to try 3 membranes. im looking at the parts i need right now
<a href=showthread.php?s=&postid=7563213#post7563213 target=_blank>Originally posted</a> by yourfishman
jdieck
what defferance dose the ultra high rejection membranes make when use this configuation?
<a href=showthread.php?s=&postid=7568674#post7568674 target=_blank>Originally posted</a> by yourfishman
jdieck
like you say try and see.
oops.
Waste product ratio at 100 psi 1.25 : 1
Waste product ratio at 65 psi 1.62 : 1
Waste product ratio at 60 psi 1.75 : 1
<a href=showthread.php?s=&postid=7568807#post7568807 target=_blank>Originally posted</a> by yourfishman
jdieck
thanks, thiers no reason other than a higher grade of water that you recomend the ultra high rejection membrane Right?
i was going to use filmtec membranes i assume that they sell only one type. i dont no what catagory they fall in. Again i assume low rejection rate.
my other thought is for 3 membranes do you think i should use 3/8 hose or will 1/4" flow enough water.
<a href=showthread.php?s=&postid=7562204#post7562204 target=_blank>Originally posted</a> by jdieck
Yes, when Tony had his farm he used industrial sized DI only filters with regenerable resin.
Both remove TDS, one wastes water the other don't but has increased cost of regeneration labor and materials. One is more economical at lower volume of usage but the economies revert as the volume is increased, the cross point depends on the kind and amount of contaminants need to be removed and the total volume of water required to be processed.
<a href=showthread.php?s=&postid=7569138#post7569138 target=_blank>Originally posted</a> by Savatage
So are you saying that if a person doesn't really require too much water anyway, that it would be more benificial to use only the DI part?
I only go through about 50 gallons a month, give or take 10 gallons. Are you saying it would be more logical to just use the DI part????
<a href=showthread.php?s=&postid=7574739#post7574739 target=_blank>Originally posted</a> by Savatage
Thanks much. Is the rejection the little restrictor after the RO? Also, how do I know what kind of percentage it is? Is there a way to find out? Would a photo of my unit and restrictor be better.