CN203065251U - Printing and dyeing wastewater treatment constructed wetland - Google Patents

Printing and dyeing wastewater treatment constructed wetland Download PDF

Info

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
reaction tank
dyeing
treatment
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
Application number
CN2013200774200U
Other languages
Chinese (zh)
Inventor
张宏峰
翁益松
高远
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhoushan Jiahong Water Treatment Engineering Co Ltd
Original Assignee
Zhoushan Jiahong Water Treatment Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhoushan Jiahong Water Treatment Engineering Co Ltd filed Critical Zhoushan Jiahong Water Treatment Engineering Co Ltd
Priority to CN2013200774200U priority Critical patent/CN203065251U/en
Application granted granted Critical
Publication of CN203065251U publication Critical patent/CN203065251U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The utility model discloses a printing and dyeing wastewater treatment constructed wetland. The constructed wetland comprises a reaction tank (2) and a water outlet pipe (9), wherein the water outlet pipe (9) is arranged on the bottom of the reaction tank (2); a gravel packing layer II (7) of 8-16mm, a gravel packing layer (6) of 4-8mm, a mud-free coarse sand packing layer (5) of 0.2-6mm, a gravel packing layer I (4) of 8-16mm and a water inlet pipe (1) are sequentially arranged on the upper layer of the water outlet pipe (9). The constructed wetland is characterized in that a polyethylene (PE) membrane double-sided geotechnical cloth (15) is arranged on the bottommost part of the reaction tank (2), and an aquatic plant I (11), an aquatic plant II (12), an aquatic plant III (13) and an aquatic plant IV (14) are sequentially planted from the left to the right of the reaction tank (2). The constructed wetland for treating printing and dyeing wastewater is low in cost and has a quick effect; and the treated wastewater is better than the standard A of the first class in Discharge standard of pollutants for municipal wastewater treatment plant (GB18918-2002).

Description

A kind for the treatment of of dyeing and printing artificial swamp
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.
CN2013200774200U 2013-02-19 2013-02-19 Printing and dyeing wastewater treatment constructed wetland Expired - Fee Related CN203065251U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
Bouwer Issues in artificial recharge
CN104529089B (en) Serious pollution small rivers cleaning system
CN103693745B (en) A kind of enter the combined artificial wetland treatment process of river runoff pollution and device
CN104193095B (en) The method of stagewise comprehensive control city river sewage
CN102745819A (en) Vertical current constructed wetland
CN102219335B (en) Device for domestic sewage processing with earthworm soil diafiltration
CN101734831B (en) Enhanced ecological wetland treatment facility for treating sewage and method thereof
CN104773914A (en) Collecting and treating device for rural disordered-emission sewage
CN106365389A (en) Artificial wetland purifying treatment system applicable to urban black and odorous river courses
CN203021357U (en) Assembly type river water purifying device for enhancing sand sedimentation by means of physical and ecological synergy
CN104150715B (en) Tidal flow artificial wetland and Efficiency for Soil Aquifer Treatment combined sewage water treatment unit and method
CN204281497U (en) A kind of rural sewage courtyard type Water warfare integrated apparatus
CN201923924U (en) Subsurface-flow constructed wetland sewage treatment reaction tank
CN105645593A (en) High-risk urban river water quality safety control and landscaping establishment technique
CN203065245U (en) Ladder-shaped artificial wetland
CN105254130A (en) Wetland sewage treatment system and method thereof
CN202729890U (en) Vertical flow constructed wetland
CN203065251U (en) Printing and dyeing wastewater treatment constructed wetland
CN202766391U (en) Decentralized sewage treatment device
CN102603024B (en) In-situ cadmium removal method for underground water
CN101913730A (en) Artificial wetland sewage treatment method and system
CN104016546B (en) Environment-friendly artificial wetland system for purifying dredging remained water/tail water
CN104016487A (en) Artificial wetland
CN204940363U (en) Groundwater pollution treatment system
CN204529459U (en) Riverbank formula copper water-supply pipe is composite ecological bed

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