Biochemical preparation for treating threonine fermentation sewage
A technology of threonine and preparations, which is applied in the field of biochemical preparations for treatment of threonine fermentation sewage, can solve the problems of high density of natural non-metallic minerals, high daily operating costs, and limited specific surface area, so as to reduce the amount of sludge produced, Effect of reduced time and large specific surface area
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Embodiment 2
[0059] A preparation for treating threonine fermentation sewage, the preparation includes a physical adsorption agent and a composite bacterial agent.
[0060] The method for using the above-mentioned preparation to control ammonia fermentation sewage,
[0061] (1) Threonine waste water enters the grit chamber after passing through the grid, and the sewage separated from sand and water enters the primary sedimentation tank and passes through the primary sedimentation tank. Facilitates the buoyancy of oil in wastewater , to reduce the content of suspended solids;
[0062] (2) Preparation of physical adsorbent
[0063] Mix according to the mass ratio of forsterite powder, shell powder, kaolin, and pore-forming agent in a mass ratio of 3:2:3:5, stir evenly, place in a granulator, and add 22-25% (weight) of water to the mixture , granulated to obtain a particle size of 3 ~ 5mm spherical Green body; drying at 95°C for 20 hours, and calcining at 1050°C for 1 hour to obtain a phy...
Embodiment 3
[0080] Embodiment 3 Treatment example of waste water effect
[0081] Take Fufeng production workshop, threonine fermentation waste water, enter the sewage treatment system according to the method of embodiment 1-2 respectively, and take samples to measure COD, ammonia nitrogen, total nitrogen data;
[0082] Compared with Example 1, control group 1 does not add physical adsorbent; compared with Example 1, control group 2 does not add composite bacterial agent. Sampling and determination of COD, ammonia nitrogen, SS, effluent phosphorus content and clarity test data are shown in Table 1:
[0083] Table 1
[0084] COD removal rate Ammonia nitrogen removal rate Phosphorus removal rate Phosphorus content in effluent Clarity control group 1 47.7% 43.5% 51.7% >0.5mg / L 11cm control group 2 46.5% 60.7% 62.3% >0.5mg / L 10cm Example 1 group 99.8% 99.4% 99.7% 27cm Example 2 group 99.7% 99.5% 99.3% 28cm
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