Synchronous denitrification nitrogen and phosphorus removal double-sludge sewage treatment system

A sewage treatment system, nitrification and denitrification technology, which is applied in the field of simultaneous denitrification, denitrification and phosphorus removal and double mud sewage treatment system, can solve problems such as weak sewage treatment capacity, and achieve stable sewage performance, good effect, and denitrification and phosphorus removal. good effect

Inactive Publication Date: 2020-08-14
袁思静
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

②Contradiction of systemic carbon source competition
However, the above-mentioned double-sludge sewage treatment system has a weak capacity for sewage treatment, so it is necessary to optimize the double-sludge sewage treatment system to make it more capable of treating sewage

Method used

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  • Synchronous denitrification nitrogen and phosphorus removal double-sludge sewage treatment system
  • Synchronous denitrification nitrogen and phosphorus removal double-sludge sewage treatment system
  • Synchronous denitrification nitrogen and phosphorus removal double-sludge sewage treatment system

Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0034] Example 1:

[0035] Such as figure 1 As shown, a simultaneous denitrification and denitrification and dephosphorization double-sludge sewage treatment system includes a raw water tank 1, a pH adjustment tank 2, a flocculation tank 3, a sedimentation tank 4, a sewage distribution tank 5, an anaerobic tank 6, and a sedimentation tank 2. 7, anoxic tank one 8, sedimentation tank three 9, aerobic tank 10, sedimentation tank four 11, anoxic tank two 12, sedimentation tank five 13, BAF biological aerated filter one 14, BAF biological aerated filter two 15.

[0036] The original water tank 1 is connected to the pH adjustment tank 2, the flocculation tank 3, and the sedimentation tank 4 in turn through pipelines. A flocculant adding pipe is connected to the flocculation tank 3. The flocculation tank 3 is provided with a vertical stirring device, a support is fixed on the flocculation tank 3, and a motor is fixedly installed on the support, and the stirring device is driven to rotate b

Example Embodiment

[0048] Example 2:

[0049] Such as figure 2 As shown, a simultaneous denitrification, denitrification and phosphorus removal double-sludge sewage treatment system, different from Embodiment 1, further includes a photocatalytic tank 16, and the sedimentation tank 513 is connected to the photocatalytic tank 16 through a pipeline.

[0050] The photocatalyst added in the photocatalytic pool 16 is zeolite fine particles adsorbing nanometer titanium dioxide.

[0051] By subjecting the finally obtained wastewater to photocatalytic treatment, the remaining chemical substances can be decomposed in a certain amount, and certain bacteria can be killed, so that the pollution of the discharged wastewater after the treatment is further reduced.

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Abstract

The invention provides a synchronous denitrification nitrogen and phosphorus removal double-sludge sewage treatment system. The system comprises a raw water tank, wherein the raw water tank is sequentially connected with a pH regulating tank, a flocculation tank and a sedimentation tank I through pipelines; the sedimentation tank I is respectively connected with two independent tanks through pipelines; the two independent tanks are respectively communicated with a sewage distribution tank water outlet pipe I and a sewage distribution tank water outlet pipe II; the sewage distribution tank water outlet pipe I is sequentially connected with an anaerobic tank, a sedimentation tank II, a BAF aeration biological filter I, an anoxic tank I and a sedimentation tank III; the sewage distribution tank water outlet pipe II is sequentially connected with an aerobic tank, a sedimentation tank IV and a BAF aeration biological filter II; the sedimentation tank III and the BAF II are connected with the anoxic tank II; the anoxic tank II is connected with the sedimentation tank V through a pipeline; the double-sludge sewage treatment system is high in operation stability, good in nitrogen and phosphorus removal effect, capable of effectively removing nitrogen and phosphorus and good in effluent quality.

Description

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Claims

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Application Information

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Owner 袁思静
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