A deep nitrogen and phosphorus removal process
A technology of deep denitrification and process, applied in water/sewage multi-stage treatment, water/sludge/sewage treatment, oxidized water/sewage treatment, etc., can solve the problem of increased operating costs and management difficulties, and is not suitable for large-scale industrial applications To achieve stable denitrification and dephosphorization effects, improve biodegradability, and occupy a small area
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0023] The treatment method of the present invention is used to conduct an advanced treatment test on the secondary biochemical effluent of a domestic urban sewage treatment plant. The water quality of the urban sewage treatment plant after secondary biochemical treatment is as follows: biochemical effluent COD 80-120 mg / L, pH 7.2-7.5, ammonia nitrogen 10-25 mg / L, total nitrogen 35-48 mg / L, chroma 175~200 degrees, BOD 5 0~5mg / L, total phosphorus 1~5mg / L.
[0024] Adopt the method of the present invention, carry out combination treatment test to above-mentioned waste water. Wastewater treatment scale is 1m 3 / h, the main test device configuration, operating conditions and treatment effects of each treatment unit are shown in Table 1. After being treated by the method of the present invention, the effluent index can meet the water quality requirements of industrial reuse water, that is, COD ≤ 35 mg / L, ammonia nitrogen ≤ 1 mg / L, total nitrogen ≤ 10 mg / L, and total phosphorus ...
Embodiment 2
[0028] The treatment device of Example 1 was used to treat the same sewage as in Example 1, and the wastewater treatment effects obtained by changing the operating conditions of each treatment unit are shown in Table 2.
[0029] Table 2 Main processing unit composition and processing effect of embodiment 2
[0030]
Embodiment 3
[0032] The treatment device of Example 1 was used to treat the same sewage as in Example 1, and the wastewater treatment effects obtained by changing the operating conditions of each treatment unit are shown in Table 3.
[0033]Table 3 Main processing unit composition and processing effect of embodiment 3
[0034]
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


