Denitrification treatment method for livestock and poultry breeding wastewater

A technology for livestock and poultry breeding wastewater and a treatment method, which is applied in the field of sewage treatment, can solve the problems of difficulty in treatment, increased treatment costs, and high organic content, and achieves the effects of reducing oxygen demand and reducing energy consumption.

Inactive Publication Date: 2017-02-22
GUILIN SHIHUAN WASTE GAS TREATMENT EQUIP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Not only that, the traditional biological denitrification process, such as A / O method, A 2 Aeration in the nitrification stage such as the / O method usually consumes a lot of energy. In order to neutralize the acidity generated during the nitrification process, alkali needs to be added to neutralize it, which increases the treatment cost.
Compared with domestic sewage, livestock and poultry breeding wastewater has higher organic content, CODcr as high as 4000-8000mg / L, BOD5 as high as 1500-6000mg / L, and ammonia nitrogen concentration as high as 800-1500mg / L, which is more difficult to treat

Method used

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  • Denitrification treatment method for livestock and poultry breeding wastewater
  • Denitrification treatment method for livestock and poultry breeding wastewater
  • Denitrification treatment method for livestock and poultry breeding wastewater

Examples

Experimental program
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Embodiment 1

[0020] After being pretreated by coarse screen, aerated grit chamber and anaerobic tank, livestock and poultry breeding wastewater is treated in turn through primary sedimentation tank, biological tank and secondary sedimentation tank. The biological tank includes aerobic section and anoxic section; The effluent from the primary sedimentation tank flows into the aerobic section and the anoxic section at the same time through the distribution well, 60% is distributed to the anoxic section, and the remaining 40% is distributed to the aerobic section; the effluent from the aerobic section enters the anoxic section for treatment, and the anoxic section Part of the effluent is returned to the aerobic section with a reflux rate of 40%. The rest of the effluent enters the secondary settling tank for sedimentation and separation, and the effluent is discharged through the discharge port; diatomaceous earth and grape seed tannin are added to the aerobic section. The ratio is 1:0.5; the ...

Embodiment 2

[0024] After being pretreated by coarse screen, aerated grit chamber and anaerobic tank, livestock and poultry breeding wastewater is treated in turn through primary sedimentation tank, biological tank and secondary sedimentation tank. The biological tank includes aerobic section and anoxic section; The effluent from the primary sedimentation tank flows into the aerobic section and the anoxic section at the same time through the distribution well, 80% is distributed to the anoxic section, and the remaining 20% ​​is distributed to the aerobic section; the effluent from the aerobic section enters the anoxic section for treatment, and the anoxic section Part of the effluent is returned to the aerobic section with a reflux rate of 50%. The remaining effluent enters the secondary settling tank for sedimentation and separation, and the effluent is discharged through the discharge port; diatomaceous earth and grape seed tannin are added to the aerobic section. The ratio is 3:1.8; the ...

Embodiment 3

[0026] After being pretreated by coarse screen, aerated grit chamber and anaerobic tank, livestock and poultry breeding wastewater is treated in turn through primary sedimentation tank, biological tank and secondary sedimentation tank. The biological tank includes aerobic section and anoxic section; The effluent from the primary sedimentation tank flows into the aerobic section and the anoxic section at the same time through the distribution well, 70% is distributed to the anoxic section, and the remaining 30% is distributed to the aerobic section; the effluent from the aerobic section enters the anoxic section for treatment, and the anoxic section Part of the effluent flows back to the aerobic section with a reflux rate of 45%. The remaining effluent enters the secondary settling tank for sedimentation and separation, and the effluent is discharged through the discharge port; diatomaceous earth and grape seed tannin are added to the aerobic section. The ratio is 1:1.8; the tot...

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PUM

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Abstract

The invention discloses a denitrification treatment method for livestock and poultry breeding wastewater. Sewage is pretreated and then is sequentially treated by a primary sedimentation tank, a biological tank and a secondary sedimentation tank; the biological tank comprises an aerobic phase and an anoxic phase; effluent of the primary sedimentation tank simultaneously flows into the aerobic phase and the anoxic phase by a distribution well; effluent of the aerobic phase enters the anoxic phase for treating; one part of effluent of the anoxic phase refluxes to the aerobic phase; the residual effluent enters the secondary sedimentation tank for settling and separating; the effluent is discharged through a discharging outlet; diatomite and grape seeds tannin are fed in the aerobic phase in a weight ratio of (1 to 3) to (0.5 to 1.8). According to the process, ammonia nitrogen in the sewage can be effectively removed rapidly.

Description

technical field [0001] The invention belongs to the technical field of sewage treatment, and in particular relates to a denitrification treatment method for livestock and poultry breeding wastewater. Background technique [0002] Nitrogen is a very important pollution factor in the water environment. With the development of petrochemical, food and pharmaceutical industries and the improvement of people's living standards, the nitrogen content in urban sewage, industrial sewage and garbage permeate has risen sharply. Nitrogen in sewage The main forms of nitrogen are molecular nitrogen, organic nitrogen, ammonia nitrogen, nitrite nitrogen and nitrate nitrogen, and in the untreated raw wastewater, organic nitrogen and ammonia nitrogen are the main forms of nitrogen; Ammonia nitrogen and nitrate nitrogen are the main forms of nitrogen in the effluent after secondary biochemical treatment. According to reports, urban domestic sewage, industrial wastewater, and livestock and poul...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F9/14C02F103/20C02F101/38C02F101/16
CPCC02F1/001C02F3/302C02F9/00C02F2001/007C02F2101/16C02F2101/38C02F2103/20
Inventor 莫显坤
Owner GUILIN SHIHUAN WASTE GAS TREATMENT EQUIP
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