Anaerobic aerobic flocculation precipitation sewage treatment process
A sewage treatment, anaerobic and aerobic technology, applied in the direction of flocculation/sedimentation water/sewage treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc., can solve the problem of large head loss, unreasonable process, Low infrastructure investment and other issues, to achieve the effect of short hydraulic retention time, simple process flow, and convenient operation and implementation
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Embodiment 1
[0020] Embodiment of the anaerobic aerobic flocculation sedimentation sewage treatment process of the present invention The main part of the sewage treatment is a square concrete structure, mainly including a swirl type grit chamber, anaerobic membrane bed, aerated biological filter, flocculation reaction zone, vertical flow type Sedimentation tank, sludge concentration tank; swirl type grit chamber is a swirl structure, which can remove some particles and adjust water quality and water quality; the lower part of the anaerobic membrane bed is equipped with sewage distribution pipes and packing brackets, and anaerobic packing is placed ;The lower part of the biological aerated filter is equipped with a backwash pipe (that is, an outlet pipe), a filter plate, an aeration pipe and biological filter material, and the upper part is equipped with a water inlet pipe and a backwash outlet pipe; the flocculation reaction zone adopts a folded plate structure; vertical flow The type sedim...
Embodiment 2
[0027] figure 2 Another process flow of the anaerobic aerobic flocculation sedimentation sewage treatment process of the present invention is shown. This process flow is suitable for sewage treatment with low phosphorus content. After that, it is driven by a water pump into the cyclone grit chamber to remove part of the suspended solids, and then the sewage enters the anaerobic membrane bed through the water distribution pipe for anaerobic biological treatment to remove some pollutants (COD Cr 、BOD 5 ), the residence time of sewage in the anaerobic membrane bed is 2 to 8 hours, and the volume load of the anaerobic membrane bed is 1.2 to 3.6kgCOD / m 3 .d; The water flowing out from the anaerobic membrane bed enters the biological aerated filter for aerobic biological treatment to further remove pollutants (COD Cr 、BOD 5 ), the residence time of sewage in the biological aerated filter is 1 to 4 hours, and the volume load of the biological aerated filter is 2.4 to 7.2kgCOD / m ...
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