A synchronous nitrification and denitrification process combined with nitrification functional type and denitrification functional type suspension carrier
A suspension carrier and simultaneous nitrification technology, applied in aerobic and anaerobic process treatment, chemical instruments and methods, water/sludge/sewage treatment, etc., can solve the functional design of bacteria lacking enrichment function and restrict SND effect, etc. problems, to achieve the effect of accelerating the growth rate of microbial attachment, improving denitrification performance, and improving nitrification performance
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0026] figure 1 It is a structural schematic diagram of the reaction device of this embodiment.
[0027] 1) Add nitrification functional type and denitrification functional suspension carrier to the MBBR reactor, and the dosage of nitrification functional type and denitrification functional suspension carrier is 30% of the effective volume of the reactor;
[0028] 2) Use the sludge from the secondary sedimentation tank of the municipal sewage treatment plant to start the MBBR reactor. After inoculation, the sludge concentration in the reactor is 5000mg / L, and the intermittent sludge discharge method is used for film formation;
[0029] 3) The reactor adopts a continuous flow water inlet method, and the water flow rate is controlled to adjust the hydraulic retention time to 8 hours; an aeration plate is placed at the bottom of the reactor, and an external aeration device is connected to ensure the nitrification and denitrification functions Sufficient fluidization and uniform ...
Embodiment 2
[0032] 1) Use the sludge from the secondary sedimentation tank of the municipal sewage treatment plant to start the MBBR reactor. After inoculation, the sludge concentration in the reactor is 5000mg / L, and the intermittent sludge discharge method is used for film formation;
[0033] 2) The reactor adopts a continuous flow water inlet method, and the water flow rate is controlled to adjust the hydraulic retention time to 8 hours; an aeration plate is placed at the bottom of the reactor, and an external aeration device is connected to ensure the nitrification and denitrification functions Sufficient fluidization and uniform distribution of the suspended carrier, and the aeration rate is adjusted through the rotameter to control the required dissolved oxygen concentration to be 0.6-1.0mg / L;
[0034] 3) The sludge concentration in the reactor is 2700mg / L;
[0035] 4) The influent water is the actual domestic sewage whose influent water quality and concentration fluctuate greatly i...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 
