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Wetland sewage purification system

A sewage purification and wetland technology, applied in biological water/sewage treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc., can solve problems such as power consumption, increased operating costs, and lack of scientific monitoring of effects , to achieve the effect of reducing on-site operators, improving the efficiency of sewage treatment, and improving the effect of water purification

Inactive Publication Date: 2020-08-14
北京土人城市规划设计股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The survey found that the existing wetland sewage treatment technology has the following problems: (1) Too many mechanical equipment are used in the wetland treatment system, which increases energy consumption in disguise and increases the cost
For example, many sewage pumps were often used in previous designs to transfer sewage from different units, and the operation of sewage pumps requires personnel or automatic systems, and also consumes electricity, which undoubtedly increases operating costs
(2) There is a lack of scientific monitoring of the effect of sewage treatment, and there is often a lack of nodes for testing water quality during the treatment process, so it is not very clear how effective the sewage system treatment system is

Method used

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Examples

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Embodiment 1

[0038] Embodiment 1 provides a wetland sewage purification system, comprising:

[0039] The first wetland tank 100, the first sedimentation tank 200, the second wetland tank 300, and the second sedimentation tank 400 are connected sequentially from top to bottom, wherein,

[0040] The first wetland pool 100 includes:

[0041] reed vegetation layer 101;

[0042] Planting soil layer 102, which comprises by weight: 100 parts of loam, 10 parts of biochar layer, 12 parts of animal excrement, 20 parts of plant ash, 20 parts of garden waste, 2 parts of urea;

[0043] A filter layer, which is arranged below the planting soil layer, the filter layer is as follows from left to right: a gravel filter layer 103, a porous concrete zeolite layer 104 and a cinder layer 106, the gravel filter layer 103, porous concrete zeolite The width ratio of layer 104 and cinder layer 106 is 1:3:1, and the thickness is 20cm;

[0044] Concrete anti-seepage layer 105, which is arranged below the filter l...

Embodiment 2

[0057] Embodiment 2 provides a wetland sewage purification system, comprising:

[0058] The first wetland tank 100, the first sedimentation tank 200, the second wetland tank 300, and the second sedimentation tank 400 are connected sequentially from top to bottom, wherein,

[0059] The first wetland pool 100 includes:

[0060] reed vegetation layer 101;

[0061] Planting soil layer 102, which comprises by weight: 150 parts of loam, 15 parts of biochar layer, 15 parts of animal excrement, 30 parts of plant ash, 30 parts of garden waste, 4 parts of urea;

[0062] A filter layer, which is arranged below the planting soil layer 102, the filter layer from left to right is: a gravel filter layer 103, a porous concrete zeolite layer 104 and a cinder layer 106, the gravel filter layer 103, porous concrete The width ratio of the zeolite layer 104 and the cinder layer 106 is 1:3:1, and the thickness is 30cm;

[0063] Concrete anti-seepage layer 105, which is arranged below the filter ...

Embodiment 3

[0076] Embodiment 3 provides a wetland sewage purification system, comprising:

[0077] The first wetland tank 100, the first sedimentation tank 200, the second wetland tank 300, and the second sedimentation tank 400 are connected sequentially from top to bottom, wherein,

[0078] The first wetland pool 100 includes:

[0079] reed vegetation layer 101;

[0080] Planting soil layer 102, which comprises by weight: 120 parts of loam, 12 parts of biochar layer, 13 parts of animal excrement, 25 parts of plant ash, 25 parts of garden waste, 3 parts of urea;

[0081] A filter layer, which is arranged below the planting soil layer, the filter layer is as follows from left to right: a gravel filter layer 103, a porous concrete zeolite layer 104 and a cinder layer 106, the gravel filter layer 103, porous concrete zeolite The width ratio of the layer 104 and the cinder layer 106 is 1:3:1, and the thickness is 25cm;

[0082] Concrete anti-seepage layer 105, which is arranged below the ...

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Abstract

The invention provides a wetland sewage purification system which comprises a first wetland pool, a first sedimentation pool, a second wetland pool and a second sedimentation pool which are sequentially connected from top to bottom, the first wetland pool comprises a reed vegetation layer, a planting soil layer and a filtering layer arranged below the planting soil layer, the filtering layer sequentially comprises a gravel filtering layer, a porous concrete zeolite layer and a coal slag layer from left to right, the first wetland pool comprises also comprises a concrete impermeable layer, a first water inlet pipe and a first drain pipe, the first sedimentation tank is arranged below the first wetland tank, the second wetland pool comprises a wild rice vegetation layer, a planting a soil layer, a filter layer, a concrete impermeable layer arranged below the filter layer, a second water inlet pipe and a second drain pipe, and the second sedimentation tank is arranged below the second wetland tank. Application of mechanical equipment is reduced, field operators are reduced, and the effects of saving energy, reducing consumption and reducing operation cost are achieved.

Description

technical field [0001] The invention belongs to the field of sewage purification, and in particular relates to a wetland sewage purification system. Background technique [0002] Constructed wetland is a ground similar to a swamp constructed artificially. It is a comprehensive artificial ecosystem. It mainly utilizes the physical, chemical and biological synergies of soil, filter material, surface vegetation and microorganisms in the process of system operation to treat sewage in depth. The mechanism of action includes adsorption, retention, filtration, redox, precipitation, microbial decomposition, etc. During the operation of the system, microorganisms are the main tool for degrading pollutants in water. Through the daily respiration and metabolism of microorganisms, most of the organic matter in wastewater can be degraded and assimilated, and become part of its cells, and the selection of suitable fillers has a great impact on the protection of microorganisms. Attachment...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F9/14C02F3/32A01G24/10A01G24/28A01G24/20
CPCC02F9/00C02F3/32A01G24/10A01G24/28A01G24/20C02F2301/08C02F1/52C02F2001/007
Inventor 俞孔坚刘德华王欣孟亚凡朱峰林国雄林里陈洋洋
Owner 北京土人城市规划设计股份有限公司
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