FCR-based sewage treatment method
A sewage treatment method and sewage technology, applied in the direction of biological water/sewage treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc., can solve the problem of manual maintenance cost, maintenance cost increase, treatment speed lag, and treatment deterioration To improve the scope of popularization and application, shorten the cycle, and prevent biological transfer
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Embodiment 1
[0037] A kind of sewage treatment method based on FCR, mainly comprises the following steps:
[0038] Step S101: Pre-treat the sewage, and then sequentially import it into the first-level treatment pool to the sixth-level treatment pool for treatment. Algae are planted in the third-level treatment pool, and the algae turn yellow, then fish out, dry and crush ;
[0039] Step S102: The FCR reaction tank guides the treated sewage into a parallel advection secondary settling tank, and the advection secondary settling tank guides the treated sewage into a rotary filter; the sewage outlet of the advection secondary settling tank is connected to the sludge storage pool;
[0040] Step S103: Import the dried and pulverized algae in step S101 into the sludge storage tank for mixing, then add heavy metal flocculant and stir evenly, and then centrifuge to obtain supernatant and sludge, and the supernatant is returned to the FCR reaction tank for further For processing, the sludge sludge...
Embodiment 2
[0045] This embodiment is optimized on the basis of embodiment 1, such as figure 1 As shown, the pretreatment in the step S101 is to introduce the sewage into the coarse grid and the fine grid for filtration, and then treat the sewage through the swirl grit chamber; the filtrate in the step S103 is returned to the FCR reaction tank for processing .
[0046] Such as figure 1 As shown, the sewage is pretreated sequentially through the coarse grid, the fine grid, and the swirl grit chamber. The diameter of the coarse grid is 20mm and the diameter of the fine grid is 5mm. The coarse grid, fine grid The processed filter residues are placed in the corresponding grid residue storage devices for unified and regular treatment; the filter residues in the cyclone grit chamber are placed in the sand storage devices; the backwash water of the rotary disc filter flows back into the FCR reaction tank for further processing. Reprocessing; the supernatant of the centrifuge tank and the filtr...
Embodiment 3
[0049] This embodiment is optimized on the basis of Embodiment 1 or 2. The aeration device includes an aeration pipe and an aeration pump, and the air inlet of the aeration pump is respectively connected with air and CO through a three-way pipe. 2 tank, and the branch pipes of the three-way pipe are respectively provided with control valves, and the inside of the pool is provided with a pH meter; during the day, if the pH meter detects that the pH value of the third-stage treatment pool is >8.5, the aeration pump is connected CO 2 tank, otherwise the aeration pump communicates with the air; the pH value of the pool body is 6.5-8. The concentration of the algae liquid in the pool body is 1800-3200 cells / ml, and the stirring speed of the stirring device is 30-60 r / min. The weight ratio of mud cake to straw in step S104 is (65-75):30.
[0050] In the process of sewage treatment, once the internal carbon dioxide content of the pool is low, the photosynthesis efficiency of algae ...
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Abstract
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