CN204803192U - A sewage treatment system for categorised advanced treatment of sewage treatment plant - Google Patents
A sewage treatment system for categorised advanced treatment of sewage treatment plant Download PDFInfo
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- CN204803192U CN204803192U CN201520537976.2U CN201520537976U CN204803192U CN 204803192 U CN204803192 U CN 204803192U CN 201520537976 U CN201520537976 U CN 201520537976U CN 204803192 U CN204803192 U CN 204803192U
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Abstract
The utility model belongs to the technical field of sewage treatment, a a sewage treatment system for categorised advanced treatment of sewage treatment plant is disclosed for solve the poor problem of current sewage treatment system commonality. The utility model discloses a collecting pit for collecting sewage, the collecting pit has set the elevator pump, the exit linkage of elevator pump has output pipeline, output pipeline is last be connected with respectively with phosphorus removal pool water intaking valve, flocculation basin water intaking valve and the biofilm carrier filtering pond water intaking valve of phosphorus removal pool, flocculation basin, biofilm carrier filtering pond intercommunication, phosphorus removal pool and flocculation basin intercommunication, the flocculation basin intercommunication has the sedimentation tank, sedimentation tank and biofilm carrier pond intercommunication, the export intercommunication in biofilm carrier pond has the clean water basin.
Description
Technical field
The utility model belongs to technical field of sewage, discloses a kind of Sewage treatment systems for sewage work's depth of assortment process.
Background technology
Sewage disposal technology can be divided into physical processing techniques, physical chemistry treatment technology, biochemistry treatment technology and chemical treatment method in general, also more about the document of sewage disposal in prior art, such as application number be 201410556467.4 patent of invention disclose a kind of Sewage treatment systems, comprise: at least one sewage input channel, aeration tank, a water leg, at least one domatic inclined-plane; Aeration tank is connected with drainage pipeline, and drainage pipeline is arranged at the top on domatic inclined-plane; Water leg is arranged at the bottom on domatic inclined-plane; At least one sewage output channel, sewage output channel is connected to bottom water leg, at least one filtering unit, is arranged between domatic inclined-plane and water leg, or is arranged among water leg, also evenly arranges convection column array in aeration tank; Convection column comprises cover plate and column, and cover plate surfaces, and the upper surface of cover plate is dark metal matter; Column comprises mandrel and is coated on the corrosion-resistant thermal insulation layer outside mandrel, and mandrel is made up of metal, and the top of this mandrel is connected to the upper surface of cover plate, and below is connected at the bottom of water leg pond; The bottom, nearly pond of mandrel is exposed, and rest part is coated by corrosion-resistant thermal insulation layer, and the nearly water leg bottom of mandrel is connected with a radiating part; Radiating part is made up of spherical thin metal covering; Filtering unit is microporous filter media.
Application number be 201410513206.4 patent of invention disclose a kind of family Sewage treatment systems, by the precipitation oil trap connected in turn, filler pond, retaining promotes pond, from reoxygenation biological tank and constructed wetland bed composition, dividing plate and water inlet manifold is provided with in precipitation oil trap, elastic filler and water inlet pipe is provided with in filler pond, filler pond and retaining promote between pond water hole, retaining promotes in pond sun power and the lift pump combined powered by conventional energy, lift pump is connected with riser tube, packing layer is provided with in reoxygenation biological tank, packing layer is followed successively by layer of sand from top to bottom, fine particle gravel bed and coarse particles gravel bed, reoxygenation pipe and ventilating pit is provided with on reoxygenation biological tank pool wall, aeration tube is provided with at the bottom of reoxygenation biological tank pond, water distributor is provided with above packing layer, water distributor is connected with riser tube, be connected with constructed wetland bed by perforated drain pipe from reoxygenation biological tank, gravel bed is provided with in constructed wetland bed, geotechnological layer of cloth is followed successively by from top to bottom bottom constructed wetland bed, density polyethylene film with high and clay compaction layer, adjustable water outlet pipe is provided with bottom constructed wetland bed, adjustable water outlet pipe is connected with reuse water reservoir or is connected with local surface water body, retaining promotes in pond and is provided with the fluid level controller matched with lift pump, reoxygenation biological tank is provided with pre-opened hole, and tent is arranged in pre-opened hole, be connected with Buffer Pool by perforated drain pipe from reoxygenation biological tank, Buffer Pool is connected with constructed wetland bed by constant current water outlet device, Wingdale or wollastonite is equipped with in constructed wetland bed.
Application number be 201510004001.8 patent of invention disclose a kind of Sewage treatment systems, comprise: treating column body, anaerobic fluidized bed reaction zone, sludge settling district and membrane separation zone is limited from bottom to top successively in treating column body, the carrier granule being attached with anaerobion is filled in anaerobic fluidized bed reaction zone, and be suitable for utilizing the organism in anaerobion decomposition sewage, anaerobic fluidized bed reaction zone has the guide shell vertically arranged, guide shell upper end is provided with solid-liquid separator, and membrane separation zone has rotation membrane module; Sewage inlet, sewage inlet is arranged on the bottom that is positioned at anaerobic fluidized bed reaction zone sidewall and is connected with guide shell; Muddy water exports, and muddy water outlet is arranged on the top being positioned at anaerobic fluidized bed reaction zone sidewall, and in the vertical direction, muddy water outlet position is higher than solid-liquid separator; Muddy water entrance, muddy water entrance is arranged on the bottom that is positioned at anaerobic fluidized bed reaction zone sidewall and is connected with guide shell; Clear water output, clear water output is arranged on and is positioned on the sidewall of membrane separation zone; And biogas outlet, biogas outlet is arranged on the top being positioned at membrane separation zone.
Application number be 201510116668.7 patent of invention disclose a kind of Sewage treatment systems, comprise pre-anoxic pond, be connected with inlet channel, for the anoxic denitrification reaction of returned sluge and sewage; Anaerobic pond, is connected with inlet channel, and is conducted, for carrying out anaerobic phosphorus release during biochemical dephosphorization with the pre-oxidation pond that lacks; Anoxic pond, is connected with inlet channel, and is conducted with anaerobic pond, for denitrification denitrogenation; Aerobic Pond, is conducted with anoxic pond, for the absorption of organic matter degradation, organonitrogen and Ammonia Nitrification, phosphorus; Rear anoxic pond, is conducted with Aerobic Pond, for simultaneous nitrification-denitrification process; Sequence batch (inclined-plate clarifying basin, is conducted with rear anoxic pond, concentrated for mud-water separation process and returned sluge, and returned sluge is back to pre-anoxic pond.
But, as the existing Sewage treatment systems told about above, be all merely able to process for a certain class sewage, to dissimilar sewage disposal, Sewage treatment systems poor universality can not be caused; Even and if when processing same enterprise's sewage, because the adjustment (replacing of such as converted products, raw material replacing, process reform) of the condition of production can cause sewage quality to change, cause the Sewage treatment systems come into operation can not meet sewage disposal requirement, will certainly again build new Sewage treatment systems, thus cause cost of investment high.
Utility model content
The utility model in order to solve the problem of existing Sewage treatment systems poor universality, and provides a kind of Sewage treatment systems for sewage work's depth of assortment process, can process, can improve the utilization ratio of Sewage treatment systems to dissimilar sewage.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is:
A kind of Sewage treatment systems for sewage work's depth of assortment process, comprise the collecting tank for collecting sewage, described collecting tank is equipped with lift pump, it is characterized in that, described lifting pump outlet is connected with output channel, described output channel is connected with the dephosphorization pond water intaking valve, flocculation basin water intaking valve and the biological filler filter water intaking valve that are communicated with dephosphorization pond, flocculation basin, biological filler filter respectively; Described dephosphorization pond is communicated with flocculation basin, and described flocculation basin is communicated with settling tank, and described settling tank is communicated with biologic packing material pond, and the outlet in described biologic packing material pond has clean water basin.
The bottom of described dephosphorization pond and flocculation basin is provided with aeration tube, described aeration tube with the air compressor machine of dephosphorization pond with flocculation basin outside be set be communicated with.
Described dephosphorization pond and flocculation basin are equipped with dephosphorization chemicals dosing plant and flocculation chemicals dosing plant respectively.
Biologic packing material is provided with in described biologic packing material pond.
The bottom in described biologic packing material pond is provided with backwash tube, and described backwash tube is communicated with filter back washing pump, and described filter back washing pump is communicated with clean water basin.
Described collecting tank is equipped into water detector, influent turbidity detector, influent ammonia nitrogen detector and water inlet total phosphorus detector.
Described clean water basin are equipped with water outlet detector, delivery turbidity detector, water outlet ammonia nitrogen detector and water outlet total phosphorus detector.
Compared with prior art, the utility model has following beneficial effect:
Sewage treatment systems for sewage work's depth of assortment process of the present utility model, comprise the collecting tank for collecting sewage, described collecting tank is equipped with lift pump, described lifting pump outlet is connected with output channel, described output channel is connected with the dephosphorization pond water intaking valve, flocculation basin water intaking valve and the biological filler filter water intaking valve that are communicated with dephosphorization pond, flocculation basin, biological filler filter respectively; Described dephosphorization pond is communicated with flocculation basin, and described flocculation basin is communicated with settling tank, and described settling tank is communicated with biologic packing material pond, and the outlet in described biologic packing material pond has clean water basin.The utility model in use, can be selected according to dissimilar sewage corresponding treatment system to process, improve practicality of the present utility model; The utility model is specially adapted to the use of sewage work simultaneously, and enough costs reducing investment, improve the utilization ratio of Sewage treatment systems.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model one embodiment;
Mark in figure: 1, collecting tank, 2, water inlet pipe, 3, water inlet detector, 4, influent turbidity detector, 5, influent ammonia nitrogen detector, 6, water inlet total phosphorus detector, 7, lift pump, 8, dephosphorization pond water intaking valve, 9, dephosphorization pond, 10, flocculation basin, 11, settling tank, 12, biologic packing material pond, 13, dephosphorization chemicals dosing plant, 14, air compressor machine, 15, aeration tube, 16, flocculation chemicals dosing plant, 17, biological filler filter water intaking valve, 18, wash-water gutter, 19, biologic packing material, 20, backwash tube, 21, filter back washing pump, 22, clean water basin, 23, water shoot, 24, water outlet detector, 25, delivery turbidity detector, 26, water outlet ammonia nitrogen detector, 37, water outlet total phosphorus detector, 28, flocculation basin water intaking valve.
Embodiment
Below in conjunction with embodiment, the utility model will be further described, and described embodiment is only the utility model part embodiment, is not whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art, not making other embodiments used obtained under creative work prerequisite, belongs to protection domain of the present utility model.
By reference to the accompanying drawings, Sewage treatment systems for sewage work's depth of assortment process of the present utility model, comprise the collecting tank 1 for collecting sewage, as the preferred mode of one, collecting tank is communicated with source of sewage by water inlet pipe 2, described collecting tank 1 is equipped with lift pump 7, the outlet of described lift pump 7 is connected with output channel, described output channel is connected with the dephosphorization pond water intaking valve 8, flocculation basin water intaking valve 28 and the biological filler filter water intaking valve 17 that are communicated with dephosphorization pond 9, flocculation basin 10, biological filler filter 12 respectively; Described dephosphorization pond 9 is communicated with flocculation basin 10, and described flocculation basin 10 is communicated with settling tank 11, and described settling tank 11 is communicated with biologic packing material pond 12, and the outlet in described biologic packing material pond 12 has clean water basin 22, and clean water basin 22 are equipped with water shoot 23.The utility model in use, can be selected according to dissimilar sewage corresponding treatment system to process, improve practicality of the present utility model; The utility model is specially adapted to the use of sewage work simultaneously, and enough costs reducing investment, improve the utilization ratio of Sewage treatment systems.
In order to improve the effect in dephosphorization pond and flocculation basin, the bottom of dephosphorization pond 9 of the present utility model and flocculation basin 10 is provided with aeration tube 15, described aeration tube 15 with the air compressor machine 14 of dephosphorization pond 9 with flocculation basin 10 outside be set be communicated with.
Described dephosphorization pond 9 and flocculation basin 10 are equipped with dephosphorization chemicals dosing plant 13 and flocculation chemicals dosing plant 16 respectively, by arranging dephosphorization chemicals dosing plant and flocculation chemicals dosing plant, realizing Automatic Dosing, improving practicality of the present utility model.
Be provided with biologic packing material 19 in described biologic packing material pond 12, biologic packing material belongs to prior art, does not repeat them here.
The bottom in described biologic packing material pond 12 is provided with backwash tube 20, and described backwash tube 20 is communicated with filter back washing pump 21, and described filter back washing pump 21 is communicated with clean water basin 22.As a kind of preferred mode of the utility model, biologic packing material pond 12 is equipped with wash-water gutter 18, for the discharge to wash-down water.
Described collecting tank 1 is equipped into water detector 3, influent turbidity detector 4, influent ammonia nitrogen detector 5 and water inlet total phosphorus detector 6.
Described clean water basin 22 are equipped with water outlet detector 24, delivery turbidity detector 25, water outlet ammonia nitrogen detector 26 and water outlet total phosphorus detector 27.Wherein, water inlet detector 3, influent turbidity detector 4, influent ammonia nitrogen detector 5, water inlet total phosphorus detector 6, water outlet detector 24, delivery turbidity detector 25, water outlet ammonia nitrogen detector 26 and water outlet total phosphorus detector 27 all belong to prior art products, those skilled in the art understands and understands, and does not repeat them here.
The utility model is according to the result of sewage detection in water inlet detector 3, influent turbidity detector 4, influent ammonia nitrogen detector 5 and water inlet total phosphorus detector 6 pairs of collecting tanks, the type of Sewage treatment systems is selected (such as to select 1. Sewage treatment systemss be made up of flocculation basin, settling tank, biologic packing material pond, clean water basin, 2. the Sewage treatment systems be made up of dephosphorization pond, flocculation basin, settling tank, biologic packing material pond, clean water basin, 3, biologic packing material pond directly carries out the system of sewage disposal).
Embodiment one
The Sewage treatment systems for sewage work's depth of assortment process of the present embodiment, comprise the collecting tank for collecting sewage, described collecting tank is equipped with lift pump, described lifting pump outlet is connected with output channel, described output channel is connected with the dephosphorization pond water intaking valve, flocculation basin water intaking valve and the biological filler filter water intaking valve that are communicated with dephosphorization pond, flocculation basin, biological filler filter respectively; Described dephosphorization pond is communicated with flocculation basin, and described flocculation basin is communicated with settling tank, and described settling tank is communicated with biologic packing material pond, and the outlet in described biologic packing material pond has clean water basin.
Embodiment two
The Sewage treatment systems for sewage work's depth of assortment process of the present embodiment, comprise the collecting tank for collecting sewage, described collecting tank is equipped with lift pump, described lifting pump outlet is connected with output channel, described output channel is connected with the dephosphorization pond water intaking valve, flocculation basin water intaking valve and the biological filler filter water intaking valve that are communicated with dephosphorization pond, flocculation basin, biological filler filter respectively; Described dephosphorization pond is communicated with flocculation basin, and described flocculation basin is communicated with settling tank, and described settling tank is communicated with biologic packing material pond, and the outlet in described biologic packing material pond has clean water basin; The bottom of described dephosphorization pond and flocculation basin is provided with aeration tube, described aeration tube with the air compressor machine of dephosphorization pond with flocculation basin outside be set be communicated with.
Embodiment three
On the basis of embodiment two, described dephosphorization pond and flocculation basin are equipped with dephosphorization chemicals dosing plant and flocculation chemicals dosing plant respectively.
Embodiment four
On the basis of above-mentioned any embodiment, in described biologic packing material pond, be provided with biologic packing material.
Embodiment five
On the basis of embodiment four, the bottom in described biologic packing material pond is provided with backwash tube, and described backwash tube is communicated with filter back washing pump, and described filter back washing pump is communicated with clean water basin.
Embodiment six
On the basis of above-mentioned any embodiment, described collecting tank is equipped into water detector, influent turbidity detector, influent ammonia nitrogen detector and water inlet total phosphorus detector.
Embodiment seven
On the basis of above-mentioned any embodiment, described clean water basin are equipped with water outlet detector, delivery turbidity detector, water outlet ammonia nitrogen detector and water outlet total phosphorus detector.
Claims (7)
1. the Sewage treatment systems for sewage work's depth of assortment process, comprise the collecting tank for collecting sewage, described collecting tank is equipped with lift pump, it is characterized in that, described lifting pump outlet is connected with output channel, described output channel is connected with the dephosphorization pond water intaking valve, flocculation basin water intaking valve and the biological filler filter water intaking valve that are communicated with dephosphorization pond, flocculation basin, biological filler filter respectively; Described dephosphorization pond is communicated with flocculation basin, and described flocculation basin is communicated with settling tank, and described settling tank is communicated with biologic packing material pond, and the outlet in described biologic packing material pond has clean water basin.
2. the Sewage treatment systems for sewage work's depth of assortment process according to claim 1, is characterized in that, the bottom of described dephosphorization pond and flocculation basin is provided with aeration tube, described aeration tube with the air compressor machine of dephosphorization pond with flocculation basin outside be set be communicated with.
3. the Sewage treatment systems for sewage work's depth of assortment process according to claim 2, is characterized in that, described dephosphorization pond and flocculation basin are equipped with dephosphorization chemicals dosing plant and flocculation chemicals dosing plant respectively.
4. the Sewage treatment systems for sewage work's depth of assortment process according to claim 1, is characterized in that, is provided with biologic packing material in described biologic packing material pond.
5. the Sewage treatment systems for sewage work's depth of assortment process according to claim 4, it is characterized in that, the bottom in described biologic packing material pond is provided with backwash tube, and described backwash tube is communicated with filter back washing pump, and described filter back washing pump is communicated with clean water basin.
6. according to the arbitrary described Sewage treatment systems for sewage work's depth of assortment process of claim 1-5, it is characterized in that, described collecting tank is equipped into water detector, influent turbidity detector, influent ammonia nitrogen detector and water inlet total phosphorus detector.
7., according to the arbitrary described Sewage treatment systems for sewage work's depth of assortment process of claim 1-5, it is characterized in that, described clean water basin are equipped with water outlet detector, delivery turbidity detector, water outlet ammonia nitrogen detector and water outlet total phosphorus detector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520537976.2U CN204803192U (en) | 2015-07-23 | 2015-07-23 | A sewage treatment system for categorised advanced treatment of sewage treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520537976.2U CN204803192U (en) | 2015-07-23 | 2015-07-23 | A sewage treatment system for categorised advanced treatment of sewage treatment plant |
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| Publication Number | Publication Date |
|---|---|
| CN204803192U true CN204803192U (en) | 2015-11-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520537976.2U Expired - Fee Related CN204803192U (en) | 2015-07-23 | 2015-07-23 | A sewage treatment system for categorised advanced treatment of sewage treatment plant |
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| Country | Link |
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| CN (1) | CN204803192U (en) |
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- 2015-07-23 CN CN201520537976.2U patent/CN204803192U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170419 Address after: 610000, Chengdu, Jinjiang District, Jinjiang Industrial Park, three color road, No. 209 torch power port 8-1-601 Patentee after: Chengdu Shouchuang Environmental Engineering Co., Ltd. Address before: 610000 Wuhou District, Sichuan province Wu Qing South Road, No. 33, No. Patentee before: Sichuan Stong OMEX Environmental Engineering Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Cuan Inventor before: Li Hua Inventor before: Hu Dengyan Inventor before: Yang Zirong Inventor before: Zheng Chuanyong |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170919 Address after: 116000 No. 91 Bayi Road, Xigang District, Liaoning, Dalian Patentee after: Dalian great Yu water technology company limited Address before: 610000, Chengdu, Jinjiang District, Jinjiang Industrial Park, three color road, No. 209 torch power port 8-1-601 Patentee before: Chengdu Shouchuang Environmental Engineering Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151125 Termination date: 20180723 |
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| CF01 | Termination of patent right due to non-payment of annual fee |