CN205419978U - City regeneration water treatment facilities - Google Patents
City regeneration water treatment facilities Download PDFInfo
- Publication number
- CN205419978U CN205419978U CN201520945414.1U CN201520945414U CN205419978U CN 205419978 U CN205419978 U CN 205419978U CN 201520945414 U CN201520945414 U CN 201520945414U CN 205419978 U CN205419978 U CN 205419978U
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- China
- Prior art keywords
- pond
- tank
- adsorption tank
- treatment facilities
- pool wall
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- Expired - Fee Related
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- Water Treatment By Sorption (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
The utility model provides a city regeneration water treatment facilities, including the box, the box is inside to be separated for the absorption pond of arranging in proper order, is used for adding coagulant and alkaline substance's flocculation and precipitation pond, filtering pond and is used for filling the clean water basin four bibliographic categories branch into ozone through the baffle, wherein, adsorb and to be equipped with thin grid in the pond, thin grid place in to one side adsorb in the pond and will adsorb the pond split into about two parts, be equipped with the water inlet on adsorbing the pool wall on the top in pond, the intussuseption active carbon is divided to the lower part of just adsorbing the pond, the quartz sand is laid to the bottom in filtering pond, and the baffle that is used for separating filtering pond and clean water basin is filtration membrane, the clean water basin is kept away from and is equipped with the delivery port on the pool wall of filtering pond direction.
Description
Technical field
This utility model belongs to sewage-treatment plant, particularly relates to a kind of Urban Regeneration water treatment facilities.
Background technology
Municipal sewage secondary effluent is easily collected, and the water yield is larger, after suitable process can reuse, if the safe reuse of Reclaimed Municipal Wastewater can be realized, it will be greatly saved water resource, that reduces resident use water cost, alleviation water resources crisis.
Utility model content
The purpose of this utility model is to provide a kind of Urban Regeneration water treatment facilities; can be used for simulation experiment and field experimentation; purpose is to make municipal sewage secondary effluent be effectively addressed and recycle; spray for urban afforestation, road, the miscellaneous water such as flush the toilet; urban water cost can be greatly saved; make sewage be recycled, reach to alleviate the purpose of water resources crisis.
This utility model is realized in, a kind of Urban Regeneration water treatment facilities, including casing, described box house be divided into by dividing plate be arranged in order adsorption tank, for adding the flocculation sedimentation tank of coagulant and alkaline matter, filter tank and for being filled with clear water reserviors four part of ozone;Wherein, being provided with fine fack in described adsorption tank, described fine fack is inclined in adsorption tank and adsorption tank is divided into upper and lower two parts, and the pool wall of the upper part of described adsorption tank fills out activated carbon in being provided with water inlet, and the lower part of described adsorption tank;Quartz sand is laid in the bottom in described filter tank, and is filter membrane for separating the dividing plate in described filter tank and clear water reserviors;Described clear water reserviors are provided with outlet away from the pool wall in direction, filter tank.
Shortcoming and defect compared to prior art, this utility model has the advantages that and the physical pollutant in the secondary effluent of city, organic pollution, chemical pollutant, biological pollutant can be made to be removed to greatest extent by above-mentioned processing means, reach urban afforestation, the water quality requirement spraying road, flushing the toilet, the harm of human body is down to minimum by reclaimed water reuse.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model Urban Regeneration water treatment facilities.
Fig. 2 is the structural perspective of this utility model Urban Regeneration water treatment facilities.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, this utility model is further elaborated.Should be appreciated that specific embodiment described herein, only in order to explain this utility model, is not used to limit this utility model.
As it is shown in figure 1, Fig. 1 is the structural representation of this utility model Urban Regeneration water treatment facilities.
A kind of Urban Regeneration water treatment facilities, including casing, described box house is divided into adsorption tank 1, flocculation sedimentation tank 2, filter tank 3 and clear water reserviors 4 four part being arranged in order by dividing plate;Wherein, being provided with fine fack 5 in described adsorption tank 2, in described fine fack 5 is inclined in adsorption tank 1 and adsorption tank 1 is divided into upper and lower two parts, the pool wall of the upper part of described adsorption tank 1 fills out activated carbon 7 in being provided with water inlet 6, and the lower part of described adsorption tank 1;Quartz sand 8 is laid in the bottom in described filter tank 3, and is filter membrane 9 for separating the dividing plate in described filter tank 3 and clear water reserviors 4;Described clear water reserviors 4 are provided with outlet 10 away from the pool wall in direction, filter tank 3.
In actual application of the present utility model, add coagulant, alkaline matter in described flocculation sedimentation tank 2, in described clear water reserviors 4, be filled with ozone.
In this utility model embodiment, first sewage entered into the upper part of adsorption tank 1 by water inlet 6, the solid matter that volume in sewage is bigger enters into the lower part of adsorption tank 1 after first being filtered by fine fack 5, then is removed some organic pollutants and heavy metal ion further by activated carbon 7.After sewage enters into flocculation sedimentation tank 2 after escaping above dividing plate, now, dosing coagulant in flocculation sedimentation tank 2, stirring, staticly settle, remove colloidal substance and small float in water body, then add alkaline matter, staticly settle, heavy-metal ion removal.Then, sewage escapes and enters into filter tank 3 above the dividing plate between flocculation sedimentation tank 2, filter tank 3, is covered with one layer of quartz sand 8 bottom filter tank 3, and it is filter membrane 9 that sewage flows out direction pool wall, can remove the pollutant that particle diameter is less, be difficult to removal further.Sewage after processing further enters in clear water reserviors 4 by after filter membrane 9, is filled with ozone, kills the biological pollutants such as the noxious bacteria in water body, virus in clear water reserviors 4.
This utility model can make the physical pollutant in the secondary effluent of city, organic pollution, chemical pollutant, biological pollutant be removed to greatest extent, reach urban afforestation, the water quality requirement spraying road, flushing the toilet, the harm of human body is down to minimum by reclaimed water reuse.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all any amendment, equivalent and improvement etc. made within spirit of the present utility model and principle, within should be included in protection domain of the present utility model.
Claims (1)
1. a Urban Regeneration water treatment facilities, it is characterized in that, including casing, described box house be divided into by dividing plate be arranged in order adsorption tank, for adding the flocculation sedimentation tank of coagulant and alkaline matter, filter tank and for being filled with clear water reserviors four part of ozone;Wherein, being provided with fine fack in described adsorption tank, described fine fack is inclined in adsorption tank and adsorption tank is divided into upper and lower two parts, and the pool wall of the upper part of described adsorption tank fills out activated carbon in being provided with water inlet, and the lower part of described adsorption tank;Quartz sand is laid in the bottom in described filter tank, and is filter membrane for separating the dividing plate in described filter tank and clear water reserviors;Described clear water reserviors are provided with outlet away from the pool wall in direction, filter tank.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520945414.1U CN205419978U (en) | 2015-11-24 | 2015-11-24 | City regeneration water treatment facilities |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520945414.1U CN205419978U (en) | 2015-11-24 | 2015-11-24 | City regeneration water treatment facilities |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205419978U true CN205419978U (en) | 2016-08-03 |
Family
ID=56536192
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520945414.1U Expired - Fee Related CN205419978U (en) | 2015-11-24 | 2015-11-24 | City regeneration water treatment facilities |
Country Status (1)
Country | Link |
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CN (1) | CN205419978U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106396151A (en) * | 2016-09-09 | 2017-02-15 | 河海大学 | Laboratory sediment tank experiment bidirectional water purification and sand blocking apparatus |
CN110156198A (en) * | 2018-02-07 | 2019-08-23 | 彭万喜 | A method of sewage is handled using digester |
-
2015
- 2015-11-24 CN CN201520945414.1U patent/CN205419978U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106396151A (en) * | 2016-09-09 | 2017-02-15 | 河海大学 | Laboratory sediment tank experiment bidirectional water purification and sand blocking apparatus |
CN110156198A (en) * | 2018-02-07 | 2019-08-23 | 彭万喜 | A method of sewage is handled using digester |
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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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160803 Termination date: 20161124 |