I used a lot of GAC when using ozone, but I did not see breakthrough of smell in the air or oxidants in the water effluent.
Here’s from the results in my ozone testing:
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Activated Carbon Treatment
It is important to treat both the air and the water exiting an ozone reactor before they are released into the aquarium and into the room's air. In most of the experiments that I ran, I used a
homemade GAC (granular activated carbon) column that treated both the air and water at the same time. This treatment is accomplished, as detailed previously, by inserting the tubing carrying the ozonated air and water mixture a few inches below the surface of an ~20" vertical column of GAC. The water passes down the column and into the sump, and the air can escape by traveling up or down the column through the GAC. When using the Coralife ozone reactor, there are actually two tubes carrying effluent, one carrying water and one carrying both water and air. These were both treated as above.
The effectiveness of this carbon column for treating the air is easy to establish qualitatively by odor. In normal operation, no odor is detectable in the basement room where my sump and aquarium equipment reside. A faint odor of ozone can be detected by smelling directly at the surface of the carbon column, but not otherwise. In my opinion, this level of treatment provided an adequate reduction in ozone levels to be acceptably safe.
However, if the tubing carrying the ozone reactor's effluent is pulled up so that the water flows into the column but the air simply escapes into the room, the entire basement smells strongly of ozone. Consequently, during normal operation the GAC is having the desired effect of catalytically breaking down the gas phase ozone before it has an opportunity to escape.
In order to assess the GAC's impact on the water, the water can be tested for ozone and ozone byproducts (
OPO's) before and after the GAC. Using my tubing reactor, with a water flow rate of about 0.5 gallons per minute, I found that the residual oxidant was 0.10 - 0.24 ppm chlorine equivalents before the activated carbon. After the activated carbon, the effluent had an oxidant level of 0.04 ppm chlorine equivalents or less.
When using the Coralife ozone reactor as the reaction chamber, the water flow rate was set to 0.44 gallons per minute, with an additional 0.05 gallons per minute of water in the air/water overflow. Both of these water streams were tested. I found 0.5 ppm chlorine equivalents in the air/water stream and 0.02 to 0.04 ppm chlorine equivalents in the primary water flow before the GAC. The combined flow therefore would have a level of about 0.09 ppm chlorine equivalents. After the activated carbon, no oxidant could be detected (<0.02 ppm chlorine equivalents).
Clearly, the GAC is doing a good job of reducing the highly oxidizing species present in the water. In some tests it was not perfect, but I believe that these levels (< 0.04 ppm chlorine equivalents) are acceptable. Interestingly, the GAC does not greatly lower the ORP. The ORP before the activated carbon was 680 mV after 5-15 hours of equilibration, and was 670 mV after 8 hours of equilibration in the post activated carbon effluent. Consequently, the effluent's ORP is not a suitable way to measure whether the activated carbon is effectively removing residual ozone and its byproducts.