Process and device for sewage nitrogen and phosphorus removal integrating physical and biochemical filtration
A biochemical, nitrogen and phosphorus removal technology, applied in chemical instruments and methods, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc., can solve the problems affecting the application and promotion of biological filters and increase the cost of water treatment , reducing the amount of carbon sources and other issues, to achieve the effect of easy sludge treatment and disposal, efficient adsorption and phosphorus removal performance, and investment cost savings
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Embodiment 1
[0032] Attached below figure 1 and attached figure 2 The present invention will be further described.
[0033] The sewage treatment device of the present invention integrating physical, biological and chemical filtration is mainly composed of a physical filter tank (A), anoxic denitrification biological filter tank\aerobic nitrification biological filter tank denitrification system (E) (anoxic denitrification biological filter tank (E) Filter (B), aerobic nitrification biological filter (C)) and phosphorus removal adsorption filter D are composed, and are used in conjunction with aeration and backwashing system and sewage return system. A mechanical slag cleaning grid group (3) with decreasing pores is installed in the physical filter tank A to remove most of the suspended solids and fibrous substances in the influent, and ensure the subsequent anoxic denitrification biological filter \ aerobic nitrification The water distribution system of the biological filter denitrifica...
Embodiment 2
[0050] Attached below image 3 and attached Figure 4 The present invention will be further described.
[0051] The 3F sewage treatment device of the present invention integrating physical, biological and chemical filtration is mainly composed of physical filter tank (A), anoxic denitrification biological filter tank\aerobic nitrification biological filter tank denitrification system (E) (anoxic denitrification Biological filter (B), aerobic nitrification biological filter (C)) and phosphorus removal adsorption filter (D) are composed, and are used in conjunction with aeration and backwashing system and sewage return system. A mechanical slag cleaning grid group with decreasing pores is installed in the physical filter tank A to remove most of the suspended solids and fibrous substances in the influent water, so as to ensure that the water distribution system of the phosphorus removal adsorption filter tank (D) is not blocked and backwashed. Regeneration cycle; in the phosph...
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