Biochemical reaction tank for multi-scheme biochemical treatment of process sewage and its operation method
A technology of biochemical treatment and biochemical reaction, applied in the direction of biological treatment adjustment methods, chemical instruments and methods, biological water/sewage treatment, etc., can solve the problems of affecting the denitrification effect, short sludge age, adverse effects, etc., and achieve improvement Biodegradable, strong phosphorus absorption capacity, easy to adjust the effect
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Embodiment 1
[0060] See Figure 5 . The biochemical reaction tank for multi-plan biochemical treatment process sewage, the biochemical reaction tank is rectangular, including seven reaction grids 1#, 2#, 3#, 4#, 5#, 6#, 7# and aerobic grid 8#; The seven reaction grids are arranged in an L shape on one side of the biochemical reaction pool, wherein the first to sixth reaction grids are anaerobic or anoxic grids, and the seventh is a facultative oxygen grid; the facultative oxygen grid is connected to an aerobic grid. grid;
[0061] Aerobic grid 8# is in the form of five corridors connected in a rotary manner, which is arranged on the other side of the biochemical reaction pool and occupies the area beyond the seven reaction grids; the reaction grid and the aerobic grid are separated by a partition wall .
[0062] The seven reaction grids are square, 1#, 2#, 3#, and 4# grids are arranged side by side on the side of the biochemical reaction pool, and 5#, 6#, 7# grids are arranged in the ve...
Embodiment 2
[0069] Embodiment 2: adopt anaerobic+anoxic+aerobic process
[0070] Taking a domestic sewage treatment project as an example, the application of this multi-plan AAO process activated sludge sewage treatment system and method is explained and tested.
[0071] A sewage treatment project, the influent is mainly domestic sewage, and the water volume is 4000m 3 / d. The multi-program anaerobic-anoxic-aerobic treatment process is adopted, and the influent and effluent water quality are as follows:
[0072] Table 1 Inlet and effluent water quality of sewage plant
[0073] project COD BOD SS Ammonia nitrogen TN TP Influent index 360 180 130 36 45 4.0 Water output index 50 10 15 5 12 0.5
[0074] The sludge return weir door of 1# cell is opened, the water inlet weir door of 1# cell is opened, and the mixed liquid return pump is placed at the 3# cell. In the anoxic zone, the 7# grid can be used as the anoxic zone or the aerobic zone. W...
Embodiment 3
[0078] A sewage treatment project, the influent is mainly domestic sewage and printing and dyeing wastewater, with a water volume of 6000m 3 / d. The multi-scheme anaerobic acidification-anoxic-aerobic treatment process is adopted, and the influent and effluent water quality are as follows:
[0079] Table 1 Inlet and effluent water quality of sewage plant
[0080] project COD BOD SS Ammonia nitrogen TN TP Influent index 700 180 150 20 30 3.5 Water output index 50 10 15 5 12 0.5
[0081] The valve of the 4# cell sludge return pipe is opened, the 1# cell inlet weir door is opened, the 1# cell sludge return weir door is closed, and the mixed liquid return pump is placed at the 5# cell, at this time, the 1# ~ 3# cell is exhausted. Oxygen acidification area, 4# grid is anaerobic area, 5#~7# grid is anoxic area, when the biodegradability of influent water is poor (BOD / COD<0.3), this process is suitable for use, which can improve the b...
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