CN202849209U - Momordica grosvenori wastewater treatment system - Google Patents
Momordica grosvenori wastewater treatment system Download PDFInfo
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- CN202849209U CN202849209U CN 201220519308 CN201220519308U CN202849209U CN 202849209 U CN202849209 U CN 202849209U CN 201220519308 CN201220519308 CN 201220519308 CN 201220519308 U CN201220519308 U CN 201220519308U CN 202849209 U CN202849209 U CN 202849209U
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- momordica grosvenori
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- waste water
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Abstract
The utility model provides a momordica grosvenori wastewater treatment system, which can effectively convert momordica grosvenori wastewater into discharged water. The system comprises a grid, a regulating pool, a hydrolytic acidification pool, a bio-contact oxidation pool, a middle settling pool, a coagulation reaction pool and a secondary settling pool which are sequentially connected, wherein the middle settling pool, the coagulation reaction pool and the secondary settling pool are respectively connected with a sludge drying field, and a percolate outlet of the sludge drying field is connected with the regulating pool. The momordica grosvenori wastewater treatment system provided by the utility model has the advantages of simple structure, high treatment efficiency and good treatment effect, and can effectively convert momordica grosvenori wastewater into discharged water.
Description
Technical field
The utility model relates to a kind of Waste Water Treatment, especially a kind of Grosvenor Momordica Waste Water Treatment.
Background technology
The feature of Grosvenor Momordica waste water is as follows: 1. waste water generally is easy to biological degradation, and B/C suits to carry out a biological disposal upon generally more than 0.5; 2. SS concentration is high in the waste water, mainly is fragment, subparticle and the colloid of Grosvenor Momordica; 3. water yield intermittently discharged, variation water quality is larger; 4. waste water is with color and Grosvenor Momordica sweet taste.
The environmental impact assessment data that provides according to the owner shows that to water quality requirement after treatment, water outlet meets State Standard of the People's Republic of China GB8978-1996 " integrated wastewater discharge standard " primary standard.But existing Waste Water Treatment is difficult to reach above-mentioned requirements.
The utility model content
The purpose of this utility model provides a kind of Grosvenor Momordica Waste Water Treatment that can effectively Grosvenor Momordica waste water be converted into discharge water.
Realize the Grosvenor Momordica Waste Water Treatment of the utility model purpose, comprise the grid, equalizing tank, hydrolysis acidification pool, biological contact oxidation pond, medium sediment pool, coagulation reaction tank and the second pond that link to each other successively.
Described medium sediment pool, coagulation reaction tank and second pond connect respectively sludge drying bed, and the percolate outlet of described sludge drying bed links to each other with equalizing tank.
The beneficial effects of the utility model are as follows: Grosvenor Momordica Waste Water Treatment of the present utility model, have advantage simple in structure, that processing efficiency is high, treatment effect is good, and can be the discharge water discharging effectively with the Grosvenor Momordica wastewater treatment.
Description of drawings
Fig. 1 is the structural representation of Grosvenor Momordica Waste Water Treatment of the present utility model.
Embodiment
Embodiment of the present utility model is as follows: as shown in Figure 1, Grosvenor Momordica Waste Water Treatment of the present utility model comprises the grid, equalizing tank, hydrolysis acidification pool, biological contact oxidation pond, medium sediment pool, coagulation reaction tank and the second pond that link to each other successively.
Described medium sediment pool, coagulation reaction tank and second pond connect respectively sludge drying bed, and the percolate outlet of described sludge drying bed links to each other with equalizing tank.
The working process of Grosvenor Momordica Waste Water Treatment of the present utility model is as follows: Grosvenor Momordica waste water behind pipe influx through grid, the larger solid substance of scrubbing and twister, enter subsequently equalizing tank utilize the one-level lift pump with waste water lifting to hydrolysis acidification pool and uniform water distribution and stir larger molecular organics in the water of decomposition, the liquid water outlet enters the bio-contact oxidation treatment system on the hydrolysis acidification pool, biologic packing material in the biological contact oxidation pond provides a large amount of activated sludge concentrations, utilize under the condition of outside oxygen supply, metabolism and the synthetic acting in conjunction of oxidation through active sludge, further remove the remaining Components of Organic Pollutants in the water, final product is water, synthetic cell, a small amount of residual gas etc., the heavy mud mixture profit of processing was drawn back hydrolysis acidification pool by sludge reflux pump during water outlet entered, reduce the mud loss amount of process system, the sewage that refluxes again enters the A/O treatment process and carries out the processing efficiency that intensive treatment has improved sewage, medium sediment pool supernatant liquor gravity flow enter coagulative precipitation tank carry out the dosing coagulating sedimentation remove colourity after sewage flow into second pond, it mainly is in order to clarification and effluent, mud is extracted into the sludge sump concentration, makes mud-water separation guarantee the water outlet qualified discharge.
The sludge disposal that produces in the system, the excess sludge of coagulation reaction tank, biological treatment are through the sludge drying bed dehydration and drying, and dewatered sludge outward transport landfill is disposed, and filtrate is back to water collecting basin and continues to process.
Embodiment recited above is described preferred implementation of the present utility model; be not that scope of the present utility model is limited; design under the spiritual prerequisite not breaking away from the utility model; various distortion and improvement that the common engineering technical personnel in this area make technical solutions of the utility model all should fall in the definite protection domain of claims of the present utility model.
Claims (2)
1. a Grosvenor Momordica Waste Water Treatment is characterized in that: comprise the grid, equalizing tank, hydrolysis acidification pool, biological contact oxidation pond, medium sediment pool, coagulation reaction tank and the second pond that link to each other successively.
2. Grosvenor Momordica Waste Water Treatment according to claim 1 is characterized in that: described medium sediment pool, coagulation reaction tank and second pond respectively connect sludge drying bed, and the percolate outlet of described sludge drying bed links to each other with equalizing tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220519308 CN202849209U (en) | 2012-09-20 | 2012-09-20 | Momordica grosvenori wastewater treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220519308 CN202849209U (en) | 2012-09-20 | 2012-09-20 | Momordica grosvenori wastewater treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202849209U true CN202849209U (en) | 2013-04-03 |
Family
ID=47980429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220519308 Expired - Fee Related CN202849209U (en) | 2012-09-20 | 2012-09-20 | Momordica grosvenori wastewater treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202849209U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105384306A (en) * | 2015-11-19 | 2016-03-09 | 上海纳米技术及应用国家工程研究中心有限公司 | Efficient sewage COD (chemical oxygen demand) treatment method |
-
2012
- 2012-09-20 CN CN 201220519308 patent/CN202849209U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105384306A (en) * | 2015-11-19 | 2016-03-09 | 上海纳米技术及应用国家工程研究中心有限公司 | Efficient sewage COD (chemical oxygen demand) treatment method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130403 Termination date: 20180920 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |