CN203065251U - Printing and dyeing wastewater treatment constructed wetland - Google Patents
Printing and dyeing wastewater treatment constructed wetland Download PDFInfo
- Publication number
- CN203065251U CN203065251U CN2013200774200U CN201320077420U CN203065251U CN 203065251 U CN203065251 U CN 203065251U CN 2013200774200 U CN2013200774200 U CN 2013200774200U CN 201320077420 U CN201320077420 U CN 201320077420U CN 203065251 U CN203065251 U CN 203065251U
- Authority
- CN
- China
- Prior art keywords
- waterplant
- dyeing
- treatment
- reaction tank
- printing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000004043 dyeing Methods 0.000 title claims abstract description 18
- 238000007639 printing Methods 0.000 title claims abstract description 16
- 238000004065 wastewater treatment Methods 0.000 title description 3
- 238000006243 chemical reaction Methods 0.000 claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 238000012856 packing Methods 0.000 claims abstract description 10
- 239000004746 geotextile Substances 0.000 claims abstract description 9
- 239000004576 sand Substances 0.000 claims abstract description 6
- 230000000630 rising effect Effects 0.000 claims description 14
- 230000008595 infiltration Effects 0.000 claims description 6
- 238000001764 infiltration Methods 0.000 claims description 6
- 244000205574 Acorus calamus Species 0.000 claims description 3
- 235000007070 Angelica archangelica Nutrition 0.000 claims description 3
- 240000007087 Apium graveolens Species 0.000 claims description 3
- 235000015849 Apium graveolens Dulce Group Nutrition 0.000 claims description 3
- 235000011996 Calamus deerratus Nutrition 0.000 claims description 3
- 241000684239 Canna x generalis Species 0.000 claims description 3
- 235000014676 Phragmites communis Nutrition 0.000 claims description 3
- 235000003786 wild celery Nutrition 0.000 claims description 3
- 239000002351 wastewater Substances 0.000 abstract description 12
- 239000010865 sewage Substances 0.000 abstract description 5
- 239000003344 environmental pollutant Substances 0.000 abstract description 2
- 231100000719 pollutant Toxicity 0.000 abstract description 2
- 239000012528 membrane Substances 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 6
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 230000015556 catabolic process Effects 0.000 description 3
- 238000006731 degradation reaction Methods 0.000 description 3
- 238000001914 filtration Methods 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000010534 mechanism of action Effects 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 235000016709 nutrition Nutrition 0.000 description 1
- 230000035764 nutrition Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000005068 transpiration Effects 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
本实用新型公开一种处理印染废水人工湿地，包括反应池(2)，出水管(9)，所述出水管(9)设置在反应池(2)底部，所述出水管(9)上层依次设置有8～16mm的砾石填料层二(7)，4～8mm的砾石填料层(6)，0.2～6mm的无泥粗砂填料层(5)，8～16mm的砾石填料层一(4)和进水管(1)，其特征是：所述反应池(2)最底部设置有PE膜双面土工布(15)，所述反应池(2)从左到右依次种植有水生植物一(11)，水生植物二(12)，水生植物三(13)，水生植物四(14)。通过使用这种人工湿地处理印染废水，具有成本低，见效快。处理之后的废水均优于《城镇污水处理厂污染物排放标准》(GB18918-2002)的一级A标准。
The utility model discloses an artificial wetland for treating printing and dyeing wastewater, which comprises a reaction pool (2) and a water outlet pipe (9). The water outlet pipe (9) is arranged at the bottom of the reaction pool (2), and the upper layer of the water outlet pipe (9) is A gravel packing layer 2 (7) of 8-16 mm, a gravel packing layer (6) of 4-8 mm, a mud-free coarse sand packing layer (5) of 0.2-6 mm, and a gravel packing layer 1 (4) of 8-16 mm And water inlet pipe (1), it is characterized in that: described reaction tank (2) bottom is provided with PE membrane double-sided geotextile (15), and described reaction tank (2) is planted with aquatic plants one by one from left to right ( 11), aquatic plants two (12), aquatic plants three (13), aquatic plants four (14). By using this artificial wetland to treat printing and dyeing wastewater, it has low cost and quick results. The treated wastewater is better than the first-class A standard of the "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB18918-2002).
Description
Technical field
The utility model relates to the artificial swamp technical field, relates in particular to a kind for the treatment of of dyeing and printing artificial swamp.
Background technology
Artificial swamp be by artificial construction and control operation with the similar ground of swampland, sewage, mud there be batching on the artificial wetland of building of control, sewage and mud are in process of flowing in a certain direction, mainly utilize physics, chemistry, the biological triple synergies of soil, artificial dielectric, plant, microorganism, a kind of technology that sewage, mud are handled.Its mechanism of action comprises that absorption, delay, filtration, redox, precipitation, microbiological degradation, conversion, plant are covered, the effect of residue accumulated, water transpiration and nutrition absorption and all kinds of animals.
At present from having sewage disposal device now to the treatment of dyeing and printing weak effect, nitrogen in the dyeing waste water, phosphorus concentration is on the low side, color is mainly black, blueness or brown, having characteristics such as organic concentration height, colourity are big, difficult degradation, is to be badly in need of the technical problem that solves at present to handling such waste water therefore.
Summary of the invention
The purpose of this utility model is to overcome the problems referred to above, and a kind for the treatment of of dyeing and printing artificial swamp is provided.
Problem to be solved in the utility model is: at nitrogen in the present dyeing waste water, phosphorus concentration is on the low side, have that organic concentration height, colourity are big, the problem of difficult degradation, provide a kind of efficient, environmental protection, method of wastewater treatment cheaply.
For realizing the purpose of this utility model, the technical solution adopted in the utility model is:
A kind for the treatment of of dyeing and printing artificial swamp, comprise reaction tank, rising pipe, described rising pipe is arranged on the reaction tank bottom, described rising pipe upper strata is disposed with the gravel filling layer two of 8～16mm, the gravel filling layer of 4～8mm, 0.2 the no mud coarse sand packing layer of～6mm, gravel filling layer one and the water inlet pipe of 8～16mm, described water inlet pipe bottom is provided with several spout holes, be provided with several infiltration holes above the described rising pipe, it is characterized in that: described reaction tank bottommost is provided with the two-sided geotextile of PE film, and described reaction tank is from left to right planted successively and is implanted with waterplant one, waterplant two, waterplant three, waterplant four.
Preferably, the two-sided geotextile thickness of described PE film is 1mm.
Preferably, described waterplant one is reed.
Preferably, described waterplant two is Wildcelery Herb.
Preferably, described waterplant three is calamus.
Preferably, described waterplant four is Canna generalis Bailey.
The beneficial effects of the utility model are: by using this artificial swamp treatment of dyeing and printing, it is low to have a cost, instant effect.Waste water after handling all is better than " urban wastewater treatment firm pollutant emission standard " one-level A standard (GB18918-2002).
Description of drawings
Fig. 1 is front view of the present utility model;
Fig. 2 is vertical view of the present utility model;
Among the figure: 1, water inlet pipe, 2, reaction tank, 4, the gravel filling layer one of 8～16mm, 5, the no mud coarse sand packing layer of 0.2～6mm, 6, the gravel filling layer of 4～8mm, 7, the gravel filling layer two of 8～16mm, 8, infiltration hole, 9, rising pipe, 10, spout hole, 11, waterplant one, 12, waterplant two, 13, waterplant three, 14, waterplant four, 15, the two-sided geotextile of PE film.
Embodiment
Below in conjunction with drawings and Examples the utility model is further described.
A kind for the treatment of of dyeing and printing artificial swamp, comprise reaction tank 2, rising pipe 9, described rising pipe 9 is arranged on reaction tank 2 bottoms, described rising pipe 9 upper stratas are disposed with the gravel filling layer 27 of 8～16mm, the gravel filling layer 6 of 4～8mm, 0.2 the no mud coarse sand packing layer 5 of～6mm, the gravel filling layer 1 of 8～16mm and water inlet pipe 1, described water inlet pipe 1 bottom is provided with several spout holes 10, be provided with several infiltration holes 8 above the described rising pipe 9, described reaction tank 2 bottommosts are provided with the two-sided geotextile 15 of PE film, and described reaction tank 2 is from left to right planted successively and is implanted with waterplant 1, waterplant 2 12, waterplant 3 13, waterplant 4 14, two-sided geotextile 15 thickness of described PE film are 1mm, described waterplant 1 is reed, described waterplant 2 12 is Wildcelery Herb, and described waterplant 3 13 is calamus, and described waterplant 4 14 is Canna generalis Bailey.
Principle of work of the present utility model is: waste water enters reaction tank 2 by the spout hole 10 of water inlet pipe 1 bottom, under the effect of gravity, waste water enters each packing layer successively and carries out filtration treatment, wherein the effect of the gravel filling layer 1 of 8～16mm in the reaction tank 2 is to prevent that no mud coarse sand packing layer 5 surfaces of the 0.2～6mm of its lower floor are by erosion attack, regular layout waterplant 1 successively, waterplant 2 12, waterplant 3 13, waterplant 14 can be improved COD in the waste water, ammonia nitrogen, the isocyatic treatment effect of TN and TP.Waste water is handled the back after filtration and is entered rising pipe 9 by infiltration hole 8 and discharge, and the two-sided geotextile of PE film of wetland bottom shop 1mm, can prevent effectively that waste water infiltration from arriving underground.
Claims (6)
1. treatment of dyeing and printing artificial swamp, comprise reaction tank (2), rising pipe (9), described rising pipe (9) is arranged on reaction tank (2) bottom, described rising pipe (9) upper strata is disposed with the gravel filling layer two (7) of 8～16mm, the gravel filling layer (6) of 4～8mm, 0.2 the no mud coarse sand packing layer (5) of～6mm, the gravel filling layer one (4) of 8～16mm and water inlet pipe (1), described water inlet pipe (1) bottom is provided with several spout holes (10), be provided with several infiltration holes (8) above the described rising pipe (9), it is characterized in that: described reaction tank (2) bottommost is provided with the two-sided geotextile of PE film (15), and described reaction tank (2) is from left to right planted successively and is implanted with waterplant one (11), waterplant two (12), waterplant three (13), waterplant four (14).
2. treatment of dyeing and printing artificial swamp according to claim 1, it is characterized in that: the two-sided geotextile of described PE film (15) thickness is 1mm.
3. treatment of dyeing and printing artificial swamp according to claim 1 is characterized in that: described waterplant one (11) is reed.
4. treatment of dyeing and printing artificial swamp according to claim 1 is characterized in that: described waterplant two (12) is Wildcelery Herb.
5. treatment of dyeing and printing artificial swamp according to claim 1 is characterized in that: described waterplant three (13) is calamus.
6. treatment of dyeing and printing artificial swamp according to claim 1 is characterized in that: described waterplant four (14) is Canna generalis Bailey.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013200774200U CN203065251U (en) | 2013-02-19 | 2013-02-19 | Printing and dyeing wastewater treatment constructed wetland |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013200774200U CN203065251U (en) | 2013-02-19 | 2013-02-19 | Printing and dyeing wastewater treatment constructed wetland |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203065251U true CN203065251U (en) | 2013-07-17 |
Family
ID=48764065
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013200774200U Expired - Fee Related CN203065251U (en) | 2013-02-19 | 2013-02-19 | Printing and dyeing wastewater treatment constructed wetland |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203065251U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105819619A (en) * | 2016-03-31 | 2016-08-03 | 太仓市锦达印染有限公司 | Treatment method for printing and dyeing wastewater |
-
2013
- 2013-02-19 CN CN2013200774200U patent/CN203065251U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105819619A (en) * | 2016-03-31 | 2016-08-03 | 太仓市锦达印染有限公司 | Treatment method for printing and dyeing wastewater |
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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: 20130717 Termination date: 20150219 |
|
| EXPY | Termination of patent right or utility model |