Integrated two-phase anaerobic desulfurization reactor and its wastewater treatment method
An integrated technology for wastewater treatment, applied in anaerobic digestion treatment, chemical instruments and methods, biological water/sewage treatment, etc. Unreasonable structure and other problems, to achieve the effect of increasing mud-water mixing effect, good mud-water mixing state, and small footprint
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Embodiment 1
[0039] An integrated two-phase anaerobic desulfurization reactor in this embodiment includes a desulfurization reaction pool and a methanation reaction pool, and also includes a water-sealed tank 5 and a tail gas treatment unit 6; the desulfurization reaction pool and the methanation reaction pool are integrated According to the structure, the wastewater enters the desulfurization reaction pool and the methanation reaction pool to be treated sequentially. The desulfurization reaction pool and the methanation reaction pool are separated by the partition wall 7 and connected through the outlet weir. The gas produced by the desulfurization reaction pool and the methanation reaction pool enters the water-sealed tank 5 after being collected by the biogas collection main pipe 501; the tail gas in the upper layer of the water-sealed tank 5 is passed into the tail gas treatment unit 6 through a pipeline; the tail gas treatment unit 6 includes Desulfurization unit and biogas storage uni...
Embodiment 2
[0045] A kind of integrated two-phase anaerobic desulfurization reactor of the present embodiment, such as figure 1 As shown, the desulfurization reaction pool and the methanation reaction pool are two-stage, respectively, the first-level desulfurization reaction pool 1, the second-level desulfurization reaction pool 2, the first-level methanation reaction pool 3 and the second-level methanation reaction pool 4. The sludge in the two-stage desulfurization reaction tank can be flocculent sludge, and the sludge concentration is 8kg VSS / m 3 , the sludge in the two-stage methanogenic reaction tank is granular sludge, and the sludge concentration is 20kg VSS / m 3 and are all provided with a water distribution area and a reaction area, which are respectively the water distribution area 103 of the first-level desulfurization reaction pool and the first-level desulfurization reaction area 113, the water distribution area 203 of the second-level desulfurization reaction pool and the sec...
Embodiment 3
[0051] An integrated two-phase anaerobic desulfurization reactor in this embodiment has the same basic structure as that in Embodiment 2, and the improvement is that a water inlet rectification area 102 is provided in front of the desulfurization reaction tank, and the waste water enters the water inlet rectification area 102 for rectification Then it enters the water distribution area 103 of the primary desulfurization reaction pool through the outlet weir to ensure the stability of the water flow. The bottom of the two-stage desulfurization reaction pool is also provided with a biogas aeration head (respectively, a biogas aeration head 110 for a first-level desulfurization reaction pool, and a biogas aeration head 210 for a second-level desulfurization reaction pool). The reaction pool water distribution area 103 and the secondary desulfurization reaction pool water distribution area 203) are arranged on the opposite side, and are connected to the tail gas treatment unit 6 th...
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