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Starting with valves 9 closed and all pumps inactive, this treatment proceeds in the following sequence :
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1. |
hydraulic ram 1 lifts piston 2 to its uppermost position; |
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2. |
pump 6 transfers wastewater from sump 7 into reaction tank 3, beneath piston 2; |
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3. |
circulation pump 4, with an appropriate set-up of valves installed on the circulation loop, starts to provide rapid mixing of wastewater in reaction tank 3; |
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4. |
metering pumps 11 and 12 inject a required dosage of Calcium Chloride (precipitation of dissolved surfactants) and a high molecular weight cationic polymer (coagulation and flocculation of solids) into reaction tank 3; |
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5. |
circulation pump 4 continues providing rapid mixing of wastewater inside reaction tank 3, until Calcium Chloride and the polymer are thoroughly dispersed; |
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6. |
circulation pump 4, with an appropriate set-up of valves installed on the circulation loop, starts to provide gentle ("tapered") mixing to expedite coagulation and flocculation; |
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7. |
after a sufficient time to permit the completion of precipitation and coagulation/flocculation, circulation pump 4 stops and hydraulic ram 1 slowly moves piston 2 downwards in reaction tank 3, to its lowermost position (this allows water to be displaced through piston 2 to the space above piston 2, while confining solids to the space below piston 2); |
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8. |
circulation pump 4 starts to provide intensive mixing of water (now free of suspended solids and surfactants) inside reaction tank 3, above piston 2; |
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9. |
if the hydrogen ion concentration (pH) is between 7 and 10, pH probe 5 stops circulation pump 4 and opens valves 9, discharging water from the space above piston 2 to sewer; |
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10. |
if the hydrogen ion concentration (pH) is lower than 7 or higher than 10, pH probe 5: |
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a. |
activates an appropriate metering pump 10 to adjust the pH, and then |
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b. |
stops circulation pump 4 and opens valves 9, discharging water from the space above piston 2 to sewer. |