Unattended rural sewage treatment AAO (anerobic-anoxic-oxic) integrated tank
A technology for township sewage and water inflow, which is applied in the fields of water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc. problems, to achieve the effect of stable effluent water quality, convenient operation and maintenance, and small footprint
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Embodiment 1
[0023] Such as figure 1 Among them, an unattended township sewage treatment AAO integrated pool is characterized by: including anaerobic hydrolysis and acidification adjustment pool 1, anoxic denitrification pool 2, nitrification and aerobic aeration pool 3, suspension clarification pool 4 and inclined pipes The sedimentation tank 5, the anaerobic hydrolysis acidification regulating tank 1 is connected with the anoxic denitrification tank 2, the anoxic denitrification tank 2 is connected with the nitrification aerobic aeration tank 3, the nitrification aerobic aeration tank 3 is connected with the suspension clarification tank 4 is connected, and the suspended clarifier 4 is connected with the inclined tube sedimentation tank 5;
[0024] One side of the inclined tube sedimentation tank 5 is provided with a contact disinfection channel 6 and a pasteurized metering tank 7, the contact disinfection channel 6 communicates with the inclined tube sedimentation tank 5, and the pasteu...
Embodiment 2
[0030] The anoxic denitrification tank 2 described on the basis of embodiment 1 is provided with a water inlet channel 14 connected to the water collection port 13, and two diagonal positions at the bottom of the anoxic denitrification tank 2 are provided with two A submerged flowmaker 15, the anoxic denitrification tank 2 is provided with a water hole 16 on the wall near the nitrification aerobic aeration tank 3.
[0031] The sludge is kept in suspension by continuous operation of the submersible thruster. However, according to the water volume, season, and water quality, the intermittent operation mode of the time controller (such as running for 15 minutes and stopping for 15 minutes) can be used to save power consumption.
[0032] In addition, the submersible flowmakers 15 are symmetrically arranged at the two corners of the anoxic denitrification pool 2, and vertical poles are arranged along the pool body. The submersible flowmakers 15 use guide chains to lift up and down ...
Embodiment 3
[0034] On the basis of Example 2, an aeration system 17 and a nitrification liquid return device 18 are provided in the nitrification aerobic aeration tank 3, and a nitrification liquid return channel 19 is provided on one side of the nitrification aerobic aeration tank 3 , the output end of the nitrification liquid backflow device 18 is set in the nitrification liquid backflow channel 19 .
[0035] The nitrifying aerobic aeration tank 3 is continuously fed with water, and the aeration system 17 in the tank is used to realize continuous aeration and continuous water discharge. The aeration volume can be controlled by the 4~20mA signal feedback of the DO meter installed in the tank to control the frequency conversion speed regulating device of the blower to adjust the air supply volume. The dissolved oxygen in the aerobic pool is adjusted by the frequency converter to adjust the air supply volume of the blower, and the dissolved oxygen is controlled at about 1.0-1.5mg / L. When ...
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