Sewage treatment intelligent management system
An intelligent management system and sewage treatment technology, applied in electrical program control, program control in sequence/logic controllers, etc., can solve problems such as inability to solve emission reduction, energy saving and consumption reduction effect, etc.
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Embodiment 1
[0034] As shown in Figure 1, an intelligent sewage treatment management system includes: a data acquisition device 1, a data processing device 2, a real-time calculation control device 3, a data storage device 4, a process mathematical model device 5 and an intelligent control device 6.
[0035] Data acquisition device 1 collects all operating parameters and process equipment operating conditions in the sewage treatment process, including raw water flow Q, temperature T, and raw water quality BOD5 / CODcr, pH, total nitrogen, total phosphorus, and sludge concentration MLSS And dissolved oxygen DO, ORP, sludge return ratio in the sewage treatment process, and BOD5 / CODcr, ammonia nitrogen Na, total phosphorus in the effluent, and process equipment, such as lift pumps, underwater mixers, blowers, return sludge pumps, and the remaining Operation status of sludge pump, etc.
[0036] The main data collected by the data acquisition device are: the analog input signal of 4 ~ 20mA is gen...
Embodiment
[0123] The daily treatment capacity of a city sewage treatment plant is 50.000m 3 / day, the treatment process is denitrification and phosphorus removal process, and its influent and effluent indicators
[0124] Influent BOD=150mg / L SS=200mg / L TN=35mg / L TP=4mg / L
[0125] Effluent BOD≤20mg / L SS≤20mg / L TN≤15mg / L TP≤1mg / L (Class B standard)
[0126] According to design calculation
[0127] 1. Mud age θ 13.8(d)
[0128] 2. Oxygen consumption O 2 1.14 (kg O 2 / kg BOD)
[0129] 3. Sludge load L S 0.08(kg BOD / kg MLSS.d)
[0130] 4. Return sludge concentration St 5.88(g / L)
[0131] 5. Sludge return ratio 104.17
[0132] 6. Aerobic pool volume V 0 28905M 3
[0133] 7. Anoxic tank volume V D 7221M 3
[0134] 8. Anaerobic tank volume V A 4721M 3
[0135] 9. Hydraulic retention time T 15(h)
[0136] 10. Hourly load 338(kg BOD / h)
[0137] 11. Amount of ni...
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