Urban sewage treatment unit
A technology of urban sewage and treatment equipment, applied in the direction of water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., can solve the problem of nitrogen removal capacity and effect to be improved, high input cost, sludge Large volume and other problems, to achieve the effect of reducing the amount of sludge, reducing the amount of input, and efficient purification
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Embodiment 1
[0032] Such as figure 1 As shown, the device of the present invention includes a first anoxic tank, a first aerobic tank, a second anoxic tank, a second aerobic tank, a flocculation tank and a clarification tank. Dosing activated carbon fillers in the first anoxic tank and the second anoxic tank, the dosages are 3g / L and 2g / L respectively, and the particle size is 2-4mm. Both the first anoxic tank and the second anoxic tank are provided with stirring devices. Add suspended fillers in the first aerobic tank and the second aerobic tank, the dosage is 0.3g / L and 0.2g / L respectively, and the specific surface area of the suspended fillers is 300-800m 2 / m 3 . An aeration device is provided in both the first aerobic tank and the second aerobic tank. There is no internal circulation between each aerobic pool and each anoxic pool. The volume ratio of the first anoxic pool to the first aerobic pool is 1:2, and the volume ratio of the second anoxic pool to the second aerobic pool...
Embodiment 2
[0034] Such as figure 2 As shown, the device of the present invention includes a first anoxic tank, a first aerobic tank, a second anoxic tank, a second aerobic tank, a flocculation tank and a clarification tank. Dosing activated carbon filler in the first anoxic tank and the second anoxic tank, the dosage is 1g / L and 0.5g / L respectively, and the particle size is 2-4mm. Both the first anoxic tank and the second anoxic tank are provided with stirring devices. Add suspended fillers in the first aerobic tank and the second aerobic tank, the dosage is 1g / L and 0.5g / L respectively, and the specific surface area of the suspended fillers is 300-800m 2 / m 3 . An aeration device is provided in both the first aerobic tank and the second aerobic tank. There is no internal circulation between each aerobic pool and each anoxic pool. The volume ratio of the first anoxic pool to the first aerobic pool is 1:2, and the volume ratio of the second anoxic pool to the second aerobic pool i...
Embodiment 3
[0036] Such as image 3 As shown, the device of the present invention includes a first anoxic tank, a first aerobic tank, a second anoxic tank, a second aerobic tank, a flocculation tank and a clarification tank. Dosing activated carbon filler in the first anoxic tank, the dosage is 1.5g / L, and the particle size is 2-4mm. Both the first anoxic tank and the second anoxic tank are provided with stirring devices. Add suspended filler in the first aerobic tank, the dosage is 0.8g / L, and the specific surface area of the suspended filler is 300-800m 2 / m 3 . An aeration device is provided in both the first aerobic tank and the second aerobic tank. There is no internal circulation between each aerobic pool and anoxic pool. The volume ratio of the first anoxic pool to the first aerobic pool is 1:2, and the volume ratio of the second anoxic pool to the second aerobic pool is 1:2. The sewage is divided into two streams and enters the first anoxic pool and the second anoxic pool ...
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Abstract
Description
Claims
Application Information
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