Automatic controlling method and cotnroller for treating urban waste water by chemical biological flocculation
A kind of urban sewage, chemical and biological technology, applied in the direction of flocculation/sedimentation water/sewage treatment, etc., can solve the problems of affecting detection accuracy, unsatisfactory, feedback time lag, etc., and achieve simple operation complexity, automatic control and saving, and strong adaptability Effect
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Embodiment 1
[0019]The control system adopts SIMATIC S7-300 programmable controller, the central processing unit is CPU315, the digital quantity input module adopts SM321, and the digital quantity and analog quantity output module adopts SM322. Pump sewage from a certain city into the chemical bioflocculation tank. After chemical coagulation and biological action occur in the chemical biological flocculation tank, the water is discharged after sedimentation in the sedimentation tank. The working condition of the treatment system is: the dosing amount is 310ml / Min, the sludge concentration of the three grids are: the first grid: 2.5-3.0g / L, the second grid: 2.0--3.0g / L, the third grid: 1--1.5g / L; the reflux ratio is 30--80%, the system sludge concentration is 2000--3000mg / L; the total phosphorus concentration in the influent is 3--5mg / L as tested by the online total phosphorus monitor, and the total phosphorus in the effluent Phosphorus concentration is 0.93mg / L. The control system compare...
Embodiment 2
[0021] The control system adopts SIMATIC S7-300 programmable controller, the central processing unit is CPU315, the digital quantity input module adopts SM321, and the digital quantity and analog quantity output module adopts SM322. Pump sewage from a certain city into the chemical biological flocculation tank. After a period of operation and treatment, the influent and effluent indicators will be monitored after reaching stability. The specific operating conditions are: the dosing amount is 310ml / Min, the dissolved oxygen concentration in the three compartments is: the first compartment is 2.3mg / L, the second compartment is 1.7mg / L, and the third compartment is 0.8mg / L; the reflux ratio is 40- -70%, the system sludge concentration is 2639mg / L; the total phosphorus concentration in the influent is 4--6mg / L and the total phosphorus concentration in the effluent is 0.81--1.0mg / L as measured by the online total phosphorus monitor. According to the judgment given by the operating ...
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