CN203602454U - Composite flow artificial wetland structure for treating chromium-containing wastewater - Google Patents

Composite flow artificial wetland structure for treating chromium-containing wastewater Download PDF

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Publication number
CN203602454U
CN203602454U CN201320759394.XU CN201320759394U CN203602454U CN 203602454 U CN203602454 U CN 203602454U CN 201320759394 U CN201320759394 U CN 201320759394U CN 203602454 U CN203602454 U CN 203602454U
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China
Prior art keywords
constructed wetland
level
artificial
wetland
waste water
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Expired - Fee Related
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CN201320759394.XU
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Chinese (zh)
Inventor
朱四喜
王凤友
张建民
刘冬
王艺
吴云杰
杨秀琴
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Guizhou Minzu University
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Guizhou Minzu University
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Priority to CN201320759394.XU priority Critical patent/CN203602454U/en
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Publication of CN203602454U publication Critical patent/CN203602454U/en
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Abstract

The utility model discloses a composite flow artificial wetland structure for treating chromium-containing wastewater. The structure is characterized in that one end of an artificial grid tank (1) is communicated with a water inlet pipe, the other end of the artificial grid tank (1) is communicated with an adjusting tank (2), and the adjusting tank (2) is sequentially communicated with a primary vertical flow artificial wetland (3), a primary horizontal subsurface flow artificial wetland (4), a primary surface flow artificial wetland (5), a secondary vertical flow artificial wetland (6), a secondary horizontal subsurface flow artificial wetland (7) and a secondary surface flow artificial wetland (8); and purification plants are grown in each artificial wetland.

Description

A kind of compound flow constructed wetland structure of processing waste water containing chrome
Technical field
The utility model relates to a kind of artificial swamp structure, particularly a kind of compound flow constructed wetland structure.
Background technology
Electroplating wastewater shared proportion in trade effluent is less, but because Electroplating Production pollutant discharge amount is large, waste water complicated component, especially heavy metal wastewater thereby are the great waste water classifications of potential hazard in Electroplating Operations.Therefore, the improvement of electroplating wastewater is all a very important problem all the time.Be positioned at the Jinhua Qing Hu Electroplate Factory in Su Meng township, Jinhua in recent years because wastewater discharge increases, cause through still severe overweight of chemical precipitation heavy metal out of electroplating wastewater concentration after treatment, " integrated wastewater discharge standard " (GB8978 1) that does not reach national regulation is far away extremely serious to the environmental pollution of periphery resident living.
Summary of the invention
The technical problems to be solved in the utility model is: provide a kind of compound flow constructed wetland structure of energy processing waste water containing chrome, to solve the problem of the pollution of waste electroplating liquor containing chromium to environment.
The technical solution of the utility model is: a kind of compound flow constructed wetland structure of processing waste water containing chrome, artificial grating tank one end is communicated with water inlet pipe, the other end is communicated with equalizing tank, rear equalizing tank is connected with one-level vertical current constructed wetland, one-level horizontal drowned flow artificial wet land, one-level surface current artificial wetland and secondary vertical current constructed wetland, secondary horizontal drowned flow artificial wet land and secondary surface turning flow artificial wetland successively, all plants purifying plant in each artificial swamp.
The coarse rack that artificial grating tank comprises 20 ㎜ and the fine fack of 5 ㎜.
In equalizing tank, add fenton reagent.
One-level vertical current constructed wetland and secondary vertical current constructed wetland are all communicated with upper level pond by water distributor.
In one-level vertical current constructed wetland, add successively from the bottom to top gravel bed, coarse sands layer, wherein coarse sand particle diameter is 1-2cm, and grain size of gravel is 3-5cm.
In one-level horizontal drowned flow artificial wet land, secondary horizontal drowned flow artificial wet land and secondary vertical current constructed wetland, add successively from the bottom to top gravel bed, coarse sands layer and fine sand layer, wherein fine sand particle diameter is 0.2-0.4cm, coarse sand particle diameter is 1-2cm, and grain size of gravel is 3-5cm.
Purifying plant in one-level vertical current constructed wetland and secondary vertical current constructed wetland is Herba Eichhorniae, barnyard grass, thatch barnyard grass or power flower again.
Purifying plant in one-level horizontal drowned flow artificial wet land and secondary horizontal drowned flow artificial wet land is yellow flag, reed, Spiked Loosestrife or Canna generalis Bailey.
The purifying plant of one-level surface current artificial wetland and secondary surface turning flow artificial wetland is macro.
The beneficial effects of the utility model: can more be better than other single botanical systems, efficiently enrichment chromium in comprehensive removal heavy metal chromium aspect by combinations of plant system.In the time using various plants combination, be conducive to learn from other's strong points to offset one's weaknesses between plant, keep comparatively stable purifying chromium-containing wastewater efficiently, this kind of artificial swamp structure can reach more than 85% the clearance of chromium.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of artificial grid;
Fig. 3 is that the B of Fig. 2 is to figure.
Embodiment
As shown in Figure 1, a kind of compound flow constructed wetland structure of processing waste water containing chrome, the coarse rack that grid in artificial grating tank 1 comprises 20 ㎜ and the fine fack of 5 ㎜, artificial grating tank 1 one end is communicated with water inlet pipe, the other end is communicated with equalizing tank 2, in equalizing tank 2, add fenton reagent, rear equalizing tank 2 successively with one-level vertical current constructed wetland 3, one-level horizontal drowned flow artificial wet land 4, one-level surface current artificial wetland 5 and secondary vertical current constructed wetland 6, secondary horizontal drowned flow artificial wet land 7 and secondary surface turning flow artificial wetland 8 are connected, in each artificial swamp, all plant purifying plant.One-level vertical current constructed wetland 3 and secondary vertical current constructed wetland 6 are all communicated with upper level pond by water distributor 9.In one-level vertical current constructed wetland 3, add successively from the bottom to top gravel bed, coarse sands layer, wherein coarse sand particle diameter is 1-2cm, and grain size of gravel is 3-5cm.In one-level horizontal drowned flow artificial wet land 4, secondary horizontal drowned flow artificial wet land 7 and secondary vertical current constructed wetland 6, add successively from the bottom to top gravel bed, coarse sands layer and fine sand layer, wherein fine sand particle diameter is 0.2-0.4cm, coarse sand particle diameter is 1-2cm, and grain size of gravel is 3-5cm.One-level horizontal drowned flow artificial wet land 4 and secondary horizontal drowned flow artificial wet land 7 are intake by water inlet pipe 10 respectively, and the purifying plant in one-level vertical current constructed wetland 3 and secondary vertical current constructed wetland 6 is Herba Eichhorniae, barnyard grass, thatch barnyard grass or power flower again; Purifying plant in one-level horizontal drowned flow artificial wet land 4 and secondary horizontal drowned flow artificial wet land 7 is yellow flag, reed, Spiked Loosestrife or Canna generalis Bailey; The purifying plant of one-level surface current artificial wetland 5 and secondary surface turning flow artificial wetland 8 is macro.

Claims (8)

1. the compound flow constructed wetland structure of a processing waste water containing chrome, it is characterized in that: artificial grating tank (1) one end is communicated with water inlet pipe, the other end is communicated with equalizing tank (2), rear equalizing tank (2) is connected with one-level vertical current constructed wetland (3), one-level horizontal drowned flow artificial wet land (4), one-level surface current artificial wetland (5) and secondary vertical current constructed wetland (6), secondary horizontal drowned flow artificial wet land (7) and secondary surface turning flow artificial wetland (8) successively, all plants purifying plant in each artificial swamp.
2. the compound flow constructed wetland structure of a kind of processing waste water containing chrome according to claim 1, is characterized in that: the coarse rack that artificial grating tank (1) comprises 20 ㎜ and the fine fack of 5 ㎜.
3. the compound flow constructed wetland structure of a kind of processing waste water containing chrome according to claim 1, is characterized in that: one-level vertical current constructed wetland (3) and secondary vertical current constructed wetland (6) are all communicated with upper level pond by water distributor (9).
4. the compound flow constructed wetland structure of a kind of processing waste water containing chrome according to claim 1, it is characterized in that: in one-level vertical current constructed wetland (3), add successively from the bottom to top gravel bed, coarse sands layer, wherein coarse sand particle diameter is 1-2cm, and grain size of gravel is 3-5cm.
5. the compound flow constructed wetland structure of a kind of processing waste water containing chrome according to claim 1, it is characterized in that: in one-level horizontal drowned flow artificial wet land (4), secondary horizontal drowned flow artificial wet land (7) and secondary vertical current constructed wetland (6), add successively from the bottom to top gravel bed, coarse sands layer and fine sand layer, wherein fine sand particle diameter is 0.2-0.4cm, coarse sand particle diameter is 1-2cm, and grain size of gravel is 3-5cm.
6. the compound flow constructed wetland structure of a kind of processing waste water containing chrome according to claim 1, is characterized in that: the purifying plant in one-level vertical current constructed wetland (3) and secondary vertical current constructed wetland (6) is Herba Eichhorniae, barnyard grass, thatch barnyard grass or power flower again.
7. the compound flow constructed wetland structure of a kind of processing waste water containing chrome according to claim 1, is characterized in that: the purifying plant in one-level horizontal drowned flow artificial wet land (4) and secondary horizontal drowned flow artificial wet land (7) is yellow flag, reed, Spiked Loosestrife or Canna generalis Bailey.
8. the compound flow constructed wetland structure of a kind of processing waste water containing chrome according to claim 1, is characterized in that: the purifying plant of one-level surface current artificial wetland (5) and secondary surface turning flow artificial wetland (8) is macro.
CN201320759394.XU 2013-11-28 2013-11-28 Composite flow artificial wetland structure for treating chromium-containing wastewater Expired - Fee Related CN203602454U (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
CN201320759394.XU CN203602454U (en) 2013-11-28 2013-11-28 Composite flow artificial wetland structure for treating chromium-containing wastewater

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104828950A (en) * 2015-05-08 2015-08-12 黄伟强 Processing method of domestic sewage
CN104986862A (en) * 2015-07-01 2015-10-21 武汉中科水生环境工程股份有限公司 Surface flow and sub-surface flow integrated composite constructed wetland suitable for treatment of eutrophic water body
CN106830576A (en) * 2017-04-12 2017-06-13 上海秦森园林股份有限公司 A kind of wetland purification system and its purification method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104828950A (en) * 2015-05-08 2015-08-12 黄伟强 Processing method of domestic sewage
CN104986862A (en) * 2015-07-01 2015-10-21 武汉中科水生环境工程股份有限公司 Surface flow and sub-surface flow integrated composite constructed wetland suitable for treatment of eutrophic water body
CN106830576A (en) * 2017-04-12 2017-06-13 上海秦森园林股份有限公司 A kind of wetland purification system and its purification method

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C14 Grant of patent or utility model
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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: 20140521

Termination date: 20161128