CASE STUDY: SOUTHERN GREECE W.W.T.P.
Case Study | Southern Greece W.W.T.P. |
Location | Southern Greece |
Target | Sludge Elimination |
Populations Equivalent | 200 000 |
Flowrate | 38 000-40 000 m3/day |
Treated wastewater | Municipal |
Parameter | Suspended Solids | COD | TN | TP |
Units | mg/l | mg/l | mg/l | mg/l |
Input (average) | 100 | 400 | 70 | 7 |
Sludge Production Before Application (average) | 30-35 (tn/day) | |||
Sludge Production After Application (average) | 0 (tn /day) | |||
Reduction | 100% |
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REMARKS
- The total reduction of excess sludge occurred with anaerobic digestion stage not in operation
- The electricity reduced to approximately 15% after the application of our bacterial products
- The SVI values in the sedimentation tanks were improved
CASE STUDY: NORTHERN GREECE W.W.T.P.
Case Study | Northern Greece W.W.T.P. |
Location | Northern Greece |
Target | Sludge Elimination |
Populations Equivalent | 120 000 |
Flowrate | 29 000 m3/day |
Treated wastewater | Municipal |
Parameter | Suspended Solids | COD | TN | TP |
Units | mg/l | mg/l | mg/l | mg/l |
Input (average) | 250 | 400 | 55 | 12 |
Sludges Production Before Application (average) | 20-25 (tn/day) | |||
Sludge Production After Application (average) | 0(tn/day) | |||
Reduction | 100% |
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REMARKS
- Total reduction of excess sludge
- The electricity consumption in the aerobic zone has reduced to approximately 25% after the application of the Ydro Process®
- The SVI values in the sedimentation tanks were improved
CASE STUDY: NORTHERN GREECE SEWER SYSTEM
Case Study | Sewer System |
Location | Northern Greece |
Target | Odour Control |
Populations Equivalent | 12 000 |
Flowrate | 2500 m3/day |
Treated wastewater | Municipal |
Parameter | Suspended Solids | COD | TN | TP |
Units | mg/l | mg/l | mg/l | mg/l |
Input (average) | 250 | 400 | 55 | 12 |
Sludge Production Before Application (average) | 20-25 (tn/day) | |||
Sludge Production After Application (average) | 0 (tn/day) | |||
Reduction | 100% |
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REMARKS
- The wastewater parameters entering the WWTP were significantly reduced resulting in the overall reduction of incoming loading.
- Odors, fats, oils and grease in the sewer grid, manholes and pumping stations were eliminated.
- Sewer pipelines and pumping stations were cleaned and therefore the standard cleaning maintenance was not required
CASE STUDY: DAIRY INDUSTRY
Case Study | DAIRY INDUSTRY |
Location | Northern Greece |
Target | Sludge Elimination |
Populations Equivalent | 80 000 |
Flowrate | 2500 m3/day |
Treated wastewater | Industrial – Dairy |
Parameter | Suspended Solids | COD | TN | TP |
Units | mg/l | mg/l | mg/l | mg/l |
Input (average) | 80 | 2500 | 110 | 50 |
Sludge Production Before Application (average) | 2-3 (tn/day) | |||
Sludge Production After Application (average) | 0 (tn/day) | |||
Reduction | 100% |
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REMARKS
- Total reduction of excess sludge
- The output parameters were improved
- The odour problem was solved
- The SVI values in the sedimentation tanks were improved
CASE STUDY: POULTRY SLAUGHTERHOUSE
Case Study | POULTRY SLAUGHTERHOUSE |
Location | Northern Greece |
Target | Sludge and FOG Elimination |
Populations Equivalent | 15 000 |
Flowrate | 300 m3/day |
Treated wastewater | Industrial – Slaughterhouse |
Parameter | Suspended Solids | COD | TN | TP |
Units | mg/l | mg/l | mg/l | mg/l |
Input (average) | 150 | 5500 | 80-90 | 15-20 |
Sludge Production Before Application (average) | 12-18 (tn/day) | |||
Sludge Production After Application (average) | 0 (tn/day) | |||
Reduction | 100% |
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REMARKS
- Elimination of produced excess sludge and all used chemical additives
- Total odor control of the plant
- The FOG production was eliminated reducing transportation and disposal cost
CASE STUDY: LAKE REHABILITATION
Case Study | LAKE REHABILITATION |
Location | Northern Greece |
Target | Water Quality Improvement & Odour Control |
Populations Equivalent | 280 000 m3 |
Flowrate | < 30 m3 /hr |
Treated wastewater | Surface &Treated sewage water |
REMARKS
- Two lakes were treated
- Lake No1 approximate volume 30 000 m3 and Lake No2 of 250 000 m3
- The inflow id surface water and effluent from a wastewater treatment plant
- The implementation target is rehabilitation of the two lakes
- Combination of Facultative Microorganisms were used over three months
- An increased dosage was used during the cultivation period (first month of application)
- Total microbial product quantity used was approximately 110 kg
- All monitored parameters (Turbidity, TN, TP etc.) were improved and the rehabilitation was achieved
CASE STUDY: VERIA W.W.T.P.
Case Study | VERIA W.W.T.P |
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Location | Northern Greece |
Target | Sludge Elimination |
Population Equivalent | 60 000 |
Flowrate | 11 000 – 13 000 m3/day |
Treated wastewater | Municipal |
Project Initiation | 15/07/2012 |
Parameter | Suspended Solids | COD | TN | TP |
Units | mg/l | mg/l | mg/l | mg/l |
Input (average) | 400 | 500 | 75 | 15 |
Sludge Production Before Application (average) | 15-20 (tn/day) | |||
Sludge Production After Application (average) | 0 (tn/day) | |||
Reduction | 100% |
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REMARKS
- The plant also receives up to 100 tn/day of external sludge from other wastewater treatment plants, which is equivalent to a population of 500 000 people
- The electricity consumption in the aerobic zone has been reduced to at least 50% after the application of our bacterial products “
CASE STUDY: DRUSKININKAI W.W.T.P
Case Study | Druskininkai W.W.T.P. |
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Location | Southern Lithuania |
Target | Sludge & Odour Elimination |
Populations Equivalent | 15 000 |
Flowrate | 4 600 m3/day |
Treated wastewater | Municipal |
Parameter | Suspended Solids | COD | TN | TP |
Units | mg/l | mg/l | mg/l | mg/l |
Input (average) | n/a | 449 | 54 | 9 |
Sludge Production Before Application (average) | 6 (tn/day) | |||
Sludge Production After Application (average) | 0.5 (tn/day) | |||
Reduction | 90% |
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REMARKS
- Total reduction of excess sludge
- Improved effluent parameters
- The odour problem was solved
- Cost reduction