Low-permeability substrate and application of substrate in construction of artificial wetland

A low-permeability, matrix technology, applied in water/sludge/sewage treatment, biological water/sewage treatment, chemical instruments and methods, etc., can solve the problem of large differences in physical and chemical properties of fillers, inconsistent pollutant removal efficiency, microbial film Poor growth and other problems to achieve the effect of solving the decline and blockage of treatment efficiency, improving the efficiency of sewage treatment, and promoting growth

Inactive Publication Date: 2017-05-17
BEIJING SEN MIAO TIAN CHENG ENVIRONMENTAL PROTECTION TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Since most of the artificial wetland fillers are made from local materials (fine sand, gravel, clay, etc.), a single raw material is generally used, and there is no effective cleaning, screening and proportioning of the fillers, so the physical and chemical properties of the fillers vary greatly. Small specific surface area and uneven pore distribution
Such filler characteristics lead to poor extensibility of plant roots, poor microbial film growth, small specific surface area, and correspondingly low pollutant removal efficiency.
At the same time, due to the uneven contact between the microorganisms in the filler and the sewage, the local reaction efficiency is uneven, and the removal efficiency of pollutants in the sewage in the constructed wetland is inconsistent.
With the operation of the constructed wetland, the pollutants trapped in the pores continue to accumulate and occupy the pores of the filler, resulting in partial blockage of the constructed wetland, and the sewage treatment efficiency further decreases with the increase of operation time
In order to make the effluent water quality meet the specified standards, most constructed wetlands increase the treatment efficiency by increasing the area, and also need to replace the filler every two or three years, resulting in a waste of resources and an increase in investment costs

Method used

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  • Low-permeability substrate and application of substrate in construction of artificial wetland

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0015] A low-permeability matrix, including the following fillers in parts by weight and particle size: 2 parts of fine sand with a particle size of less than 0.075mm; 20 parts of coarse sand with a particle size of 0.075mm-0.6mm; coarse sand with a particle size of 0.6mm-2mm 40 parts of sand; 30 parts of crushed stone with a particle size of 2mm-6mm; 6 parts of crushed stone with a particle size of 6-10mm.

[0016] The preparation method of above-mentioned low permeability matrix, comprises the steps:

[0017] (1) Wash the surface of coarse sand and fine sand with 80MPa high-pressure water for 3 minutes, and wash the surface of gravel with 100MPa high-pressure water for 5 minutes;

[0018] (2) Screen the particle size of the filler. According to the parts by weight, select 2 parts of fine sand with a particle size of less than 0.075mm, 20 parts of coarse sand with a particle size of 0.075mm-0.6mm, and 40 parts of coarse sand with a particle size of 0.6mm-2mm. , 30 parts of c...

Embodiment 2

[0021] A low-permeability matrix, including fillers with the following particle sizes: 1 part of fine sand with a particle size of less than 0.075mm; 15 parts of coarse sand with a particle size of 0.075mm-0.6mm; 45 parts of coarse sand with a particle size of 0.6mm-2mm; 35 parts of crushed stone with a particle size of 2mm-6mm; 8 parts of crushed stone with a particle size of 6-10mm.

[0022] The preparation method of above-mentioned low permeability matrix, comprises the steps:

[0023] (1) Clean the surface of coarse sand and fine sand with 80MPa high-pressure water for 3 minutes, and clean the surface of gravel with 90MPa high-pressure water for 5 minutes;

[0024] (2) Screening filler particle size, according to parts by weight, select 1 part of fine sand less than 0.075mm particle size; 15 parts of coarse sand with particle size of 0.075mm-0.6mm; 45 parts of coarse sand with particle size of 0.6mm-2mm; 35 parts of crushed stones with a particle size of 2mm-6mm; 8 parts ...

Embodiment 3

[0027] A low-permeability matrix, including fillers with the following particle sizes: 9 parts of fine sand with a particle size of less than 0.075mm; 15 parts of coarse sand with a particle size of 0.0.75mm-0.6mm; 40 parts of coarse sand with a particle size of 0.6mm-2mm 35 parts of ceramsite with a particle size of 2mm-6mm; 2 parts of pebbles with a particle size of 6-10mm.

[0028] The preparation method of above-mentioned low permeability matrix, comprises the steps:

[0029] (1) Wash the surface of coarse sand and fine sand with 80MPa high-pressure water for 3 minutes, wash the surface of ceramsite with 95MPa high-pressure water for 5 minutes, and wash the surface of pebbles with 85MPa high-pressure water for 5 minutes;

[0030] (2) Screening filler particle size, according to weight parts, select 9 parts of fine sand less than 0.075mm particle size; 15 parts of coarse sand of 0.075mm-0.6mm particle size; 40 parts of coarse sand of 0.6mm-2mm particle size; 35 parts of ce...

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Abstract

The invention discloses a low-permeability substrate and application of the substrate in construction of an artificial wetland. The low-permeability substrate comprises the following fillers with the particle sizes: the filler of which the particle sizes are smaller than 0.075mm, the filler of which the particle sizes are 0.075mm-0.6mm, the filler of which the particle sizes are 0.6mm-2mm, the filler of which the particle sizes are 2mm-6mm, and the filler of which the particle sizes are 6mm-10mm. According to the low-permeability substrate, the obtained filler has more uniform physical and chemical properties through multiple cleaning, screening, mixing and proportioning of a traditional artificial wetland filler, the uniformity coefficient is controlled to below 5, the porosity is controlled to be 30%-40%, the permeability is controlled to be 1.5*10<-4>m/s to 1.5*10<-3>m/s, the mean specific surface area of the filler reaches over 5,000-12,000m<2>/m<3> and is 15-20 times that of the traditional filler, so that the growth of microorganisms on the filler is promoted, the contact of the microorganisms and sewage is more uniform and sufficient, the synergistic effect of filler-plant-microorganisms is developed to the maximum extent, and the uniform treatment effect is achieved to solve the problems of treatment efficiency declination and blockage of the artificial wetland during long-term operation.

Description

technical field [0001] The invention belongs to the technical field of artificial wetlands, and in particular relates to a low-permeability matrix and its application in constructing artificial wetlands. Background technique [0002] The constructed wetland matrix supports the life process of animals, plants and microorganisms in the constructed wetland, creates good conditions for the successful interception of pollutants and subsequent plant absorption, and is an important guarantee for the quality of effluent water. In the process of sewage treatment in constructed wetlands, the pollutants entering the constructed wetlands are removed or retained under the synergistic effect of filler-plant-microbes. Transformed into other forms or microbial tissues remained in the pores of the filler under the action of the action, and some were absorbed by wetland plants. [0003] Since most of the artificial wetland fillers are made from local materials (fine sand, gravel, clay, etc.)...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F3/32
CPCC02F3/32
Inventor 禹宙时光寨王欢蔡文波白洁
Owner BEIJING SEN MIAO TIAN CHENG ENVIRONMENTAL PROTECTION TECH
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