Sewage treatment method for room temperature nitrosation-anaerobic ammoxidation coupling symbiotic denitrification device for municipal sewage
An anammox and urban sewage technology, which is applied in the field of sewage treatment of urban sewage nitrification-anammox coupled symbiotic denitrification device at room temperature, can solve the problem of nitrification-anammox process covering a large area and operating costs Advanced problems, to achieve the effect of reducing oxygen consumption, reducing operating costs, and huge energy-saving benefits
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specific Embodiment approach 1
[0026] Specific implementation mode one: combine figure 1To illustrate, in this embodiment, the urban sewage room temperature nitrosation-anammox coupled symbiotic denitrification device includes a water inlet tank 1, a water inlet pump 2, a gas flow meter 3, a blower 4, a top cover 5, an inner cylinder 6, and an outer cylinder 7. Guide cover 8, annular water distributor 9, annular microporous aeration pipe 10, mud discharge pipe 11, stopper 12, exhaust pipe 13, water outlet tank 14, sampling port 15, suspended filler 16 and tie bars 17 , the main body of the reaction device is provided with an outer cylinder 7, an inner cylinder 6 and a shroud 8, the inner cylinder is detachably installed on the bottom plate of the outer cylinder, the shroud 8 covers the outside of the inner cylinder 6, the top surface of the shroud 8 is in contact with The top cover 5 is fixedly connected, and an exhaust pipe 13 is installed on the top cover 5. The top cover 5 and the outer cylinder 7 are fi...
specific Embodiment approach 2
[0027] Embodiment 2: This embodiment differs from Embodiment 1 in that: the inner tube 6 and the shroud 8 are both in the shape of an inverted funnel. Others are the same as in the first embodiment.
[0028] The design of the shroud makes the water flow in the anoxic zone diffuse and rise in a curved shape, so that the mud and water in the outer cylinder can be fully mixed.
specific Embodiment approach 3
[0029] Embodiment 3: This embodiment differs from Embodiment 1 or Embodiment 2 in that the filling degree of the suspended filler is 60% to 70% by volume. Others are the same as in the first or second embodiment.
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