Endogenous denitrification coupled anaerobic ammonia oxidation municipal sewage deep denitrification device and method thereof
An anaerobic ammonium oxidation and urban sewage technology, applied in the field of urban sewage deep denitrification device, can solve the problems of instability of urban sewage SAD process system, complex organic matter composition, and poor effluent quality, etc., to save aeration energy consumption, Guarantee long-term stability and reduce the effect of aeration energy consumption
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Embodiment 1
[0034] This embodiment provides an endogenous denitrification coupled with anammox deep denitrification device for urban sewage, which is used to realize the deep denitrification of urban sewage with low C / N ratio.
[0035] Such as figure 1 As shown, the endogenous denitrification coupled anaerobic ammonium oxidation deep denitrification device for urban sewage in this embodiment includes a raw water tank 1, a SEDA (endogenous denitrification coupled anaerobic ammonium oxidation) reactor 2, an intermediate water tank 3, and a PN (Short-range nitrification) reactor 4 and short-range nitrification effluent water tank 5.
[0036] Specifically, the SEDA reactor 2 is connected to the raw water tank 1 through the SEDA water inlet pump 2.1, and is used to inject urban sewage from the raw water tank 1 into the SEDA reactor 2, and the SEDA reactor 2 is connected to the intermediate water tank 3 by using the first water outlet valve 2.9, It is used to discharge the effluent of organic ...
Embodiment 2
[0046] This embodiment provides a method for deep denitrification of urban sewage by coupling endogenous denitrification with anammox, and the method is completed based on the device described in any of the above embodiments.
[0047] Specifically, the endogenous denitrification coupling anammox deep denitrification method for urban sewage in this embodiment includes the following steps:
[0048] 1) Inoculation start-up stage: inoculate anaerobic ammonium oxidation sludge in SEDA reactor 2, and control the sludge concentration at 2500-3500mg / L, and at the same time inoculate short-course nitrification sludge in PN reactor 4, and control the sludge concentration at 3000mg / L ~4000mg / L.
[0049] 2) Actual operation stage: take urban sewage with low C / N ratio as the treatment object, start SEDA inlet pump 2.1 to inject urban sewage in raw water tank 1 into SEDA reactor 2, anaerobically stir for 2.0-3.0 hours, and settle for 30-60 minutes Finally, open the first water outlet valve...
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