Rapid Radicals Technology’s (RRT’s) advanced, high-rate wastewater treatment system pilot plant operated at South Shore Water Reclamation Facility (SSWRF) in Oak Creek, WI, USA is a collaborative effort between RRT, Marquette University (MU), and the Milwaukee Metropolitan Sewerage District (MMSD). The Phase I Pilot System housed in a 40-ft shipping container combines high-rate solids removal and ozone-based advanced oxidation for rapid and effective treatment during high-intensity precipitation events to eliminate sewer overflows and basement backups. Rapid solids removal is achieved by either conventional clarification, chemically enhanced primary treatment, or cloth media filtration followed by organics oxidation and disinfection using an ozone-based advanced oxidation process.
Rapid Radicals Technology’s (RRT’s) advanced, high-rate wastewater treatment system pilot plant operated at South Shore Water Reclamation Facility (SSWRF) in Oak Creek, WI, USA is a collaborative effort between RRT, Marquette University (MU), and the Milwaukee Metropolitan Sewerage District (MMSD). The Phase I Pilot System housed in a 40-ft shipping container combines high-rate solids removal and ozone-based advanced oxidation for rapid and effective treatment during high-intensity precipitation events to eliminate sewer overflows and basement backups. Rapid solids removal is achieved by either conventional clarification, chemically enhanced primary treatment, or cloth media filtration followed by organics oxidation and disinfection using an ozone-based advanced oxidation process.
Phase I Pilot (Optimized) | Phase II Pilot (Underway) | |
---|---|---|
Flow rate | 20L per minute | 380L per minute |
Total Treatment Time | 32 Minutes | 20 Minutes |
Water Temperature | 24°C | 20°C |
Nominal energy costs (ozone production) | $0.055/m3 | $0.036/m3 |
Influent wastewater | Primary influent diluted with treated SSWRF effluent | Combined sewer water (diluted if necessary with hydrant water) |
Phase I Pilot (Optimized) | Phase II Pilot (Underway) | |
---|---|---|
Flow rate | 20L per minute | 380L per minute |
Total Treatment Time | 32 Minutes | 20 Minutes |
Water Temperature | 24°C | 20°C |
Nominal energy costs (ozone production) | $0.055/m3 | $0.036/m3 |
Influent wastewater | Primary influent diluted with treated SSWRF effluent | Combined sewer water (diluted if necessary with hydrant water) |
Contaminant | Influent | Effluent | % Removal |
---|---|---|---|
BOD | 67 ± 2 | 20 ± 1 | 70 ± 1 |
COD | 210 ± 7 | 89 ± 3 | 58 ± 2 |
TSS | 110 ± 2 | 27 ± 1 | 75 ± 1 |
E-coli | 10^9 | 190 ± 50 | 99.99999 |
Contaminant | Influent | Effluent | % Removal |
---|---|---|---|
BOD | 67 ± 2 | 20 ± 1 | 70 ± 1 |
COD | 210 ± 7 | 89 ± 3 | 58 ± 2 |
TSS | 110 ± 2 | 27 ± 1 | 75 ± 1 |
E-coli | 10^9 | 190 ± 50 | 99.99999 |
Contaminant | Influent | Effluent | % Removal |
---|---|---|---|
BOD | 150 ± 2 | 12 ± 1 | 92 ± 1 |
COD | 420 ± 7 | 61 ± 8 | 85 ± 3 |
TSS | 180 ± 2 | 13 ± 1 | 93 ± 2 |
E-coli | 10^9 | >30 (below detection) | 99.99999 |
Contaminant | Influent | Effluent | % Removal |
---|---|---|---|
BOD | 150 ± 2 | 12 ± 1 | 92 ± 1 |
COD | 420 ± 7 | 61 ± 8 | 85 ± 3 |
TSS | 180 ± 30 | 13 ± 1 | 93 ± 2 |
E-coli | 10^9 | <30 (below detection) | 99.99999 |
Contaminant | Influent | Effluent | % Removal |
---|---|---|---|
BOD | 150 ± 20 | 6 ± 2 | 96 ± 3 |
COD | 280 ± 40 | 17 ± 5 | 94 ± 2 |
TSS | 160 ± 10 | 27 ± 1 | 93 ± 2 |
E-coli | 10^8 | 190 ± 50 | 99.99999 |
Contaminant | Influent | Effluent | % Removal |
---|---|---|---|
BOD | 150 ± 20 | 6 ± 2 | 96 ± 3 |
COD | 280 ± 40 | 17 ± 5 | 94 ± 2 |
TSS | 160 ± 10 | 12 ± 5 | 93 ± 2 |
E-coli | 10^8 | <30 (below detection) | 99.99999 |