Total nitrogen treatment method suitable for high concentration and degradation-resistant organic wastewater
A treatment method, a technology for organic wastewater, applied in water/sewage multi-stage treatment, water/sludge/sewage treatment, dehydration/drying/concentrated sludge treatment, etc., can solve the instability of effluent ammonia nitrogen and the inability to obtain effluent total nitrogen Effective control and other problems, to achieve high tolerance, sludge sedimentation performance and dehydration performance, cost-effective effect
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Embodiment 1
[0034] Embodiment 1, with reference to figure 1 , a treatment method suitable for high-concentration, refractory organic wastewater total nitrogen, characterized in that: the method comprises the following steps:
[0035] (1) High-concentration, refractory organic nitrogen-containing wastewater enters the pre-anaerobic tank, and a certain hydraulic retention time is controlled to break the chain of macromolecular substances into small molecular substances, transform organic nitrogen into inorganic nitrogen, and the effluent enters the first sedimentation tank. Part of the sludge in the first sedimentation tank is returned to the pre-anaerobic tank to supplement the sludge, and part of it is discharged to the third sedimentation tank in the form of excess sludge;
[0036] (2) The effluent from the first sedimentation tank enters the first-level A / O treatment process; the first-level aerobic tank carries out the degradation of organic matter and the nitrification of ammonia n...
Embodiment 2
[0040] Embodiment 2, in the processing method described in embodiment 1: described denitrification bacteria agent is selected from: nitrifying bacteria group ( Nitrobacter ), nitrosative bacteria ( Nitrosobacteria ), yeast flora ( Saccharomyces ), Bacillus subtilis flora ( Bacillus subtilis ), photosynthetic bacteria flora ( Photosynthetic Bacteria ) in one or more.
Embodiment 3
[0041] Example 3, in the treatment method described in Example 1 or 2: the form of the pre-anaerobic tank in step (1) is selected from one of UASB, EGSB, IC, SMPA, ABR, ASBR, and LARAN.
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