A sewage treatment device and method
A sewage treatment method and sewage technology, applied in water/sewage multi-stage treatment, water/sludge/sewage treatment, sludge treatment, etc., can solve the problem of efficient removal of excess sludge and nitrogen and phosphorus pollutants, and aggravating process systems The burden of nitrogen and phosphorus pollutants, affecting the effect of process sewage treatment, etc., to achieve the effect of improving sewage treatment performance, improving municipal sewage and sludge, and improving sewage treatment performance
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Embodiment 1
[0039] Construction of the device: a sewage treatment device (refer to the attached figure 1 ). The device includes a water inlet system 1 , a sewage aerobic reaction tank 2 , a sludge anaerobic reaction tank 3 , a nitrogen and phosphorus treatment system 4 , a water outlet system 5 , an excess sludge treatment system 6 and a microelectronic timing automatic control system 15 .
[0040] The water inlet system 1 is connected to the sewage aerobic reaction tank 2 through the water inlet pump 11, the water outlet system 5 is connected to the sewage aerobic reaction tank 2 through the water outlet pump 14, and the sewage aerobic reaction tank 2 is connected to the sludge anaerobic reaction tank 3. The effluent sludge enters the excess sludge treatment system 6 through the pipeline, and the aerobic settled sludge in the sewage aerobic reaction tank 2 enters the sludge anaerobic reaction tank 3 through the aerobic sludge return pump 12, and the sludge anaerobic reaction The anaerob...
Embodiment 2
[0048] Use the device constructed in Example 1 to carry out a sewage treatment method that can simultaneously realize the reduction of excess sludge and the efficient removal of nitrogen and phosphorus. The treatment process is shown in figure 2 . The specific method is as follows:
[0049] (1) The sewage enters the sewage aerobic reaction tank 2 through the water inlet system 1 and the water inlet pump 11, the aeration volume is adjusted by the fan 18 and the aeration device 17, and the sludge in the sewage aerobic reaction tank 2 is kept in a state of Fully mixed state.
[0050] (2) The sludge mixture from the sewage aerobic reaction tank 2 is introduced into the sludge anaerobic reaction tank 3, first enters the first compartment of the sludge anaerobic reaction tank --- anaerobic main reaction zone 7, and then enters the sludge The second compartment of the anaerobic reaction tank --- the sedimentation exchange area 8, the sludge settled in the second compartment flows ...
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