pgustavson
Civil/Environmental
- May 15, 2017
- 4
Hello,
I am working on a system that draws surface water from a creek in a redwood forest. The source will only be used for utility water; however, it is the color of medium tea and contains a large amount of floc or other solids even after a succession of 5-, 1- and 0.35-micron cartridge filtration.
As it stands, the system is overly complicated for the staff to run, and they do not want additional chemicals or other consumables integrated into the system. In fact, they want the removal of the filtration units due to frequent clogging. A company is proposing a 2.5 cubic foot sand filter, with chlorination in a storage tank as the entire treatment process; however, I do not feel entirely confident in that recommendation.
An abbreviated chemical analysis was performed and here are some of the main points:
Iron: 0.84 ppm
Manganese: 0.015 ppm
Corrosivity (Langlier): -2.6
pH: 7
Tannin and Lignin: 0.28
TDS: 79 mg/L
If tannins are the main culprit, we can live with that and not use ion exchange. I know the iron concentration is over the secondary MCL; however, we are not necessary trying to get it to drinking water standards. If iron is to be removed, would a greensand filter be appropriate? I am interested if anyone has a different approach/evaluation and other ideas on treatment methods.
Thank you for your time!
I am working on a system that draws surface water from a creek in a redwood forest. The source will only be used for utility water; however, it is the color of medium tea and contains a large amount of floc or other solids even after a succession of 5-, 1- and 0.35-micron cartridge filtration.
As it stands, the system is overly complicated for the staff to run, and they do not want additional chemicals or other consumables integrated into the system. In fact, they want the removal of the filtration units due to frequent clogging. A company is proposing a 2.5 cubic foot sand filter, with chlorination in a storage tank as the entire treatment process; however, I do not feel entirely confident in that recommendation.
An abbreviated chemical analysis was performed and here are some of the main points:
Iron: 0.84 ppm
Manganese: 0.015 ppm
Corrosivity (Langlier): -2.6
pH: 7
Tannin and Lignin: 0.28
TDS: 79 mg/L
If tannins are the main culprit, we can live with that and not use ion exchange. I know the iron concentration is over the secondary MCL; however, we are not necessary trying to get it to drinking water standards. If iron is to be removed, would a greensand filter be appropriate? I am interested if anyone has a different approach/evaluation and other ideas on treatment methods.
Thank you for your time!