Method for rapidly recovering nitrogen and phosphorus removing properties of low-temperature aerobic granular sludge
A technology for aerobic granular sludge, nitrogen and phosphorus removal, applied in chemical instruments and methods, water/sludge/sewage treatment, biological water/sewage treatment, etc., can solve the problems of low simultaneous removal rate and slow recovery process , to achieve the effect of stable and efficient process, simplified start-up and stable operation
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Examples
specific Embodiment approach 1
[0008] Specific embodiment 1: The method for rapid recovery of low-temperature aerobic granular sludge denitrification and phosphorus removal characteristics in this embodiment is carried out according to the following steps: 1. Take mature aerobic aerobic sludge from an intermittent air-lift internal circulation reactor operated at 10°C. For granular sludge, discard the supernatant after precipitation, then add matrix solution, and store in a refrigerator at 4°C to obtain aerobic granular sludge stored at low temperature; 2. Return the aerobic granular sludge stored at low temperature to 10°C In the running intermittent air-lift internal circulation reactor, the influent COD is 2000mg / L, the C / N ratio is 100:15, and the aeration rate is 0.10m 3 Run 33 days under the condition of / h, carry out recovery, promptly complete the rapid recovery of denitrification and dephosphorization characteristics of low-temperature aerobic granular sludge; wherein the matrix solution in step 1 i...
specific Embodiment approach 2
[0014] Embodiment 2: The difference between this embodiment and Embodiment 1 is that in step 1, the substrate solution is added in a volume ratio of 1:0.4 to the aerobic granular sludge. Other steps and parameters are the same as those in Embodiment 1.
specific Embodiment approach 3
[0015] Embodiment 3: The difference between this embodiment and Embodiment 1 is that in step 1, the substrate solution is added in a volume ratio of 1:0.6 to the aerobic granular sludge. Other steps and parameters are the same as those in Embodiment 1.
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More