A biochemical tail water biological denitrification method to inhibit the expansion of non-filamentous bacteria
A technology of biological denitrification and filamentous bacteria, applied in chemical instruments and methods, sustainable biological treatment, special compound water treatment, etc., can solve problems such as turbid water quality, high water pressure, engineering paralysis, etc., and achieve effective COD degradation , biological denitrification synergistically COD degradation, the effect of avoiding the expansion of non-filamentous bacteria
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Embodiment 1
[0034] A biochemical tail water biological denitrification method for inhibiting the expansion of non-filamentous bacteria in this embodiment comprises the following steps:
[0035] 1. Enter the biochemical tail water (secondary sedimentation tank) into the inclined tube sedimentation tank to further remove SS (suspended solids); the water quality of the biochemical tail water (secondary sedimentation tank) is: CODcr (carbon content) ≤ 80mg / L, TN ≤ 120mg / L, of which NO 3 -N accounts for more than 90%; CODcr (carbon content) is: 69 among the present embodiment; TN is: 116; NO 3 -N is 101; TP is 1 mg / L.
[0036] 2. The effluent of the inclined tube sedimentation tank flows automatically to the nutrient balance tank, and phosphorus is added; according to the water quality, water quantity and NO 3 -N concentration calculation carbon source dosage is 303mg / L (taken=3), and potassium dihydrogen phosphate is added 6.6mg / L based on the total amount of carbon source (deducting the bo...
Embodiment 2
[0042] This embodiment is basically the same as embodiment 1, and the concrete steps are
[0043] 1. Enter the biochemical tail water (secondary sedimentation tank) into the inclined tube sedimentation tank to further remove SS (suspended solids); CODcr (carbon content) in this embodiment is: 56mg / L; TN is: 112mg / L; NO 3 -N is 98 mg / L; TP is 0.5 mg / L.
[0044] 2. The effluent of the inclined tube sedimentation tank flows automatically to the nutrient balance tank, and phosphorus is added; according to the water quality, water quantity and NO 3 -N concentration calculation carbon source dosage is 392mg / L (taking n=4), adding disodium hydrogen phosphate 8mg / L based on the total amount of carbon source (deducting the body value of phosphorus in water body 0.5mg / L).
[0045] 3. The effluent from the nutrient balance pool is pumped into the denitrification biological filter; the bottom of the filter is pumped into the supplementary carbon source through the pipeline mixer. The car...
Embodiment 3
[0050] 1. Enter the biochemical tail water (secondary sedimentation tank) into the inclined tube sedimentation tank to further remove SS (suspended solids); CODcr (carbon content) in this embodiment is: 62mg / L; TN is: 120mg / L; NO 3 -N is 115 mg / L; TP is 0.4 mg / L.
[0051] 2. The effluent of the inclined tube sedimentation tank flows automatically to the nutrient balance tank, and phosphorus is added; according to the water quality, water quantity and NO 3 -N concentration calculation carbon source dosage is 288mg / L (taking n=2.5), adding sodium dihydrogen phosphate 4.6mg / L based on the total carbon source calculation (deducting the body value of phosphorus in the water body is 0.4mg / L).
[0052] 3. The effluent from the nutrient balance pool is pumped into the denitrification biological filter; the bottom of the filter is pumped into the supplementary carbon source through the pipeline mixer. The carbon source is sodium acetate, methanol and other easily degradable small molec...
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