Method for controlling and reducing biological treatment of waste water system sludge by special inocula
A technology of sewage treatment system and bacterial agent, applied in the direction of sustainable biological treatment, biological water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problems of unstable effect and difficult control, and achieve the structure of systemic flora Stable, efficient degradation effect, quick effect
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example 1
[0019] Example 1 Adding high-efficiency bacterial agents to control the sludge output of the activated sludge system-direct adding method
[0020] A Sequential Batch Activated Sludge Reactor (SBR) for the treatment of municipal sewage, with an operating cycle of 360min, with various stages including water inflow, aeration, sedimentation, and drainage, with 50 minutes of water inflow, 240 minutes of aeration, and 30 minutes of sedimentation. Drain and leave for 40min. The aeration volume in the aeration stage is 100L / h, and the dissolved oxygen concentration in the reactor is >2mg / L. The reactor drainage ratio is 65%, the MLSS is controlled at about 4000mg / L, the sludge age is controlled at 15-20 days, and the influent COD concentration is 180-600mg / L. In order to reduce the sludge output of the system, 10% special strains were directly added to the system. The cumulative sludge yield in the control stage before the addition of the inoculants is as follows: figure 1 As shown, the ...
example 2
[0022] Example 2 Adding high-efficiency bacterial agents to control the sludge output of the activated sludge system—indirect dosing method
[0023] Pre-contact the special bacterial agent with a certain amount of activated sludge and then add it. This indirect dosing method can promote the maintenance of the high-efficiency bacterial agent in the sewage treatment system and reduce the dosage and frequency of the high-efficiency bacterial agent.
[0024] After mass cultivation of this high-efficiency inoculum, it is collected by centrifugation and washed with phosphate buffer solution. The obtained inoculum is mixed with activated sludge (SVIFigure 4 Shown. The numerical points in the figure are the actual measured values, the dotted line is the average of the sludge yields at different stages, and the vertical dotted line represents the separation before and after inoculation. The average daily sludge yield of the system before inoculation was 0.436mgMLSS / mgCODcr, and 0.336mgMLSS...
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