A recycling clean sewage treatment method capable of reducing the amount of sludge
A sewage treatment method and technology of the treatment method, applied in the field of water treatment, can solve the problems of large amount of sludge, environmental pollution, waste of resources, etc., and achieve the effects of avoiding pollution, reducing environmental pollution, and reducing sludge quality.
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Embodiment 1
[0052] (1) Biological treatment step
[0053] The sewage is transported to the anaerobic tank for anaerobic treatment, and the residence time of the sewage in the anaerobic tank is 0.5 hours.
[0054] The sewage discharged from the anaerobic tank is transported to the first aeration tank for aerobic biological treatment, wherein the ventilation volume in the tank is controlled at 0.1vvm, the pH is controlled at 5.0-5.5, and the sewage is in the first aeration tank. The residence time was 3 hours.
[0055] The sewage discharged from the first aeration tank is transported to the anaerobic tank for denitrification and phosphorus removal treatment, wherein the residence time of the sewage in the anaerobic tank is 1.5 hours.
[0056] The sewage discharged from the anaerobic tank is transported to the second aeration tank for aerobic biological treatment, wherein the ventilation volume in the tank is controlled at 1.0vvm, the pH is controlled at 5.5-6.0, and the sewage is in the se...
Embodiment 2
[0063] (1) Preprocessing step
[0064] The sewage is transported to the grit chamber for sedimentation to remove the large particle sediments, and then the sewage discharged from the grit chamber is passed through the grid to remove the suspended solids in the sewage.
[0065] (2) Biological treatment step
[0066] The sewage was transported to the anaerobic tank for anaerobic treatment, and the residence time of the sewage in the anaerobic tank was 1.0 hours.
[0067] The sewage discharged from the anaerobic tank is transported to the first aeration tank for aerobic biological treatment, wherein the ventilation volume in the tank is controlled at 0.5vvm, the pH is controlled at 7.5-8.0, and the sewage is in the first aeration tank. The residence time was 5 hours.
[0068] The sewage discharged from the first aeration tank is transported to the anaerobic tank for denitrification and phosphorus removal treatment, wherein the residence time of the sewage in the anaerobic tank ...
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