DEAMOX (denitrifying ammonium oxidation) based efficient biological nitrogen and phosphors removal device adopting improved A/O (anoxic/oxic) four-point step-feeding as well as application method
A segmented water intake and biological denitrification technology, which is applied in the direction of water pollutants, chemical instruments and methods, biological water/sewage treatment, etc., to achieve the effects of saving organic carbon sources, improving removal efficiency, and ensuring high efficiency
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specific Embodiment approach 1
[0025] Specific implementation mode one: combine figure 1 As shown, a DEAMOX-based improved A / O four-point water-inflow high-efficiency biological denitrification and phosphorus removal device constructed in this embodiment includes urban sewage raw water tank 1, pre-anoxic reaction zone 2, and anaerobic reaction zone connected in sequence 3. The first aerobic reaction zone 4, the first anoxic reaction zone 5, the second aerobic reaction zone 6, the second anoxic reaction zone 7, the third aerobic reaction zone 8, and the sedimentation tank 9 , the outlet pipe 10, and the sludge return pipeline from the bottom of the sedimentation tank to the pre-anoxic zone; the pre-anoxic reaction zone 2, the anaerobic reaction zone 3, the first aerobic reaction zone 4, the Section anoxic reaction zone 5, the second section aerobic reaction zone 6, the second section anoxic reaction zone 7, and the third section aerobic reaction zone 8 are all communicated with a partition with a connecting ...
specific Embodiment approach 2
[0026] Specific implementation mode 2: This implementation mode is based on the application method of DEAMOX's improved A / O four-point water-inflow high-efficiency biological denitrification and phosphorus removal device, which is carried out according to the following steps:
[0027] (1) Take the activated sludge from the secondary settling tank of the urban sewage treatment plant and inoculate it in the improved A / O four-point subsection water inlet reactor, and the sludge concentration after adding MLSS = 3000 ~ 4000mg / L; inoculate the sponge filler in the second stage The filling ratio of the first anoxic reaction zone and the second anoxic reaction zone is 30-50%, and then the function of the traditional anoxic reaction zone is changed from a single denitrification to a short-range denitrification combined with anaerobic Ammonia oxidation denitrification ammonia oxidation;
[0028] (2) Urban sewage from low-carbon sources enters the pre-anoxic reaction zone, the anaerobic...
Embodiment
[0032] combine figure 1 As shown, the application method of the improved A / O four-point water-inflow high-efficiency biological nitrogen and phosphorus removal device based on DEAMOX is carried out according to the following steps:
[0033] (1) Take the activated sludge from the secondary settling tank of the urban sewage treatment plant and inoculate it in the improved A / O four-point subsection water inlet reactor, and the sludge concentration MLSS after adding is 3000-4000mg / L; the sponge filler is inoculated in the second stage One anoxic reaction zone and the second anoxic reaction zone, and then change the function of the traditional anoxic reaction zone, changing it from a single denitrification to short-range denitrification combined with anammox denitrification and ammonium oxidation;
[0034] (2) Urban sewage from low-carbon sources enters the pre-anoxic reaction zone, the anaerobic reaction zone, the first anoxic reaction zone and the second anoxic reaction zone sequ...
PUM
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Abstract
Description
Claims
Application Information
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