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Vertical-flow artificial wetland treatment system capable of realizing cascade removal of pollutants in wastewater

A technology of artificial wetland and treatment system, which is applied in the direction of water pollutants, biological water/sewage treatment, water/sludge/sewage treatment, etc. It can solve the problems of inability to survive the winter, high cost, and high construction cost, and achieve the goal of increasing soil Porosity, increase phosphorus removal rate, and improve the effect of matrix properties

Inactive Publication Date: 2019-05-10
BEIJING FORESTRY UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The three types of wetlands have their own outstanding advantages, but at the same time there are disadvantages, such as surface flow wetlands occupy a large area, have limited pollutant removal capacity and are not easy to survive the winter; horizontal subsurface flow constructed wetlands are expensive and relatively complicated to control; Vertical subsurface flow constructed wetlands have poor ability to treat organic matter and are prone to clogging
[0005] At present, there are many partially authorized or published patents related to constructed wetlands. Among them, the constructed wetland sewage treatment system and its method of purifying sewage (patent application number: 201510885723.9) realizes the resource utilization of plant straw, but its construction is complicated and expensive. Large; a sequential batch operation artificial wetland reclaimed water treatment system (patent application number: 201310189368.2) although it occupies a small area, the land utilization rate is not high and the wetland operation effect is not good in winter; the vertical The method of treating aquaculture wastewater by flowing constructed wetlands (patent application number: 201410137254.8) solves the problem of outlet for sludge in water supply plants, but cannot comprehensively remove organic matter and nitrogen and phosphorus
These methods have certain effects on the treatment of industrial wastewater and domestic sewage, but due to one or more defects such as complex construction, high cost, inability to comprehensively remove organic matter, nitrogen and phosphorus, and inability to survive winter, the popularization and application are limited

Method used

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  • Vertical-flow artificial wetland treatment system capable of realizing cascade removal of pollutants in wastewater
  • Vertical-flow artificial wetland treatment system capable of realizing cascade removal of pollutants in wastewater

Examples

Experimental program
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Effect test

Embodiment 1

[0023] This embodiment adopts the vertical flow artificial wetland treatment system of the present invention to realize the cascade removal of pollutants in wastewater. The treatment object is simulated wastewater, and the hydraulic retention time is 24h. The water quality is: TN is 16.2-29.4mg / L, NH 4 + -N is 8.5-17.7mg / L; NO 3 - -N is 2.54-6.25mg / L; NO 2 - -N is 0.05-0.53mg / L; COD is 23-28mg / L; TP is 0.1-0.4mg / L.

[0024] In this embodiment, the designed dimension of the vertical subsurface flow constructed wetland is 0.5m×0.5m×1m in length×width×height, and the constructed wetland system is a brick structure.

[0025] The plants in this embodiment are reeds, tall fescue, ryegrass, and bluegrass mixed planting, and the planting density of reeds is 8 plants / m 2 , Herbaceous plant planting ratio tall fescue: ryegrass: bluegrass = 1:1:2.

[0026] In this embodiment, the sludge bricks are added at 0.1-0.3m below the soil surface.

[0027] In this embodiment, the adding po...

Embodiment 2

[0032] This embodiment adopts the vertical flow artificial wetland treatment system of the present invention to realize the cascade removal of pollutants in wastewater. The treatment object is simulated wastewater, and the hydraulic retention time is 48h. The water quality is: TN is 16.2-29.4mg / L; NH 4 + -N is 8.5-17.7mg / L; NO 3 - -N is 2.54-6.25mg / L; NO 2 - -N is 0.05-0.53mg / L; COD is 23-28mg / L; TP is 0.1-0.4mg / L.

[0033] In this embodiment, the designed dimension of the vertical subsurface flow constructed wetland is 0.5m×0.5m×1m in length×width×height, and the constructed wetland system is a brick structure.

[0034] The plants in this embodiment are reeds, tall fescue, ryegrass, and bluegrass mixed planting, and the planting density of reeds is 10 plants / m 2 , Herb planting ratio tall fescue: ryegrass: bluegrass = 1:1:3.

[0035] In this embodiment, the sludge bricks are added at 0.1-0.3m below the soil surface.

[0036] In this embodiment, the activated sludge and...

Embodiment 3

[0041]This embodiment adopts the vertical flow artificial wetland treatment system of the present invention to realize the cascade removal of pollutants in wastewater. The treatment object is simulated wastewater, and the hydraulic retention time is 72h. The water quality is: TN is 20.2-26.4mg / L; NH 4 + -N is 8.5-17.7mg / L; NO 3 - -N is 2.54-6.25mg / L; NO 2 - -N is 0.05-0.53mg / L; COD is 23-28mg / L; TP is 0.1-0.4mg / L.

[0042] In this embodiment, the designed dimension of the vertical subsurface flow constructed wetland is 0.5m×0.5m×1m in length×width×height, and the constructed wetland system is a brick structure.

[0043] The plants in this embodiment are reeds, tall fescue, ryegrass, and bluegrass mixed planting, and the planting density of reeds is 8 plants / m 2 , Herbaceous plant planting ratio tall fescue: ryegrass: bluegrass = 1:2:3.

[0044] In this embodiment, the sludge bricks are added at 0.1-0.3m below the soil surface.

[0045] In this embodiment, the activated ...

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Abstract

The invention discloses a vertical-flow artificial wetland treatment system capable of realizing cascade removal of pollutants in wastewater. The system comprises a plant rhizosphere pretreatment area, a modular matrix reinforced dephosphorization area, a microbial reinforced denitrification area, a porous interface organic matter treatment area and a gravel filtering area. In summer and autumn, wastewater flows from top to bottom through gravity to be treated; in winter and spring, the wastewater flows into wetland from bottom to top through a pump to resist impact of air temperature fall; cascade reinforcing removal effect of suspended particle (hereinafter referred to as SS), organic matter and nitrogen phosphorus is realized sequentially. Running mode of the wetland can be adjusted flexibly according to air temperature, and the problem of wetland treatment efficiency lowering caused by low temperature in autumn and winter is relieved; a porous system can improve the problem of blockage prevention of the wetland and can realize cascade comprehensive treatment of pollutants, and removal effect is good.

Description

technical field [0001] The invention relates to the field of constructed wetland sewage treatment, in particular to a vertical flow constructed wetland treatment system for realizing stepwise removal of pollutants in wastewater. Background technique [0002] With the development of economy and social progress, my country's water resources are also attacked by various pollutions. Water pollution is becoming more and more serious, and the ecological environment is destroyed, which seriously affects human survival. The current sources of water pollution mainly include: untreated industrial wastewater discharged, untreated domestic sewage discharged, farmland sewage caused by extensive use of chemical fertilizers, pesticides, and herbicides, etc. Solving the problem of water pollution is imminent. [0003] After the first complete constructed wetland was built in West Germany in the 1970s, the technology of constructed wetlands developed rapidly in Europe, the United States and ...

Claims

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Application Information

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IPC IPC(8): C02F3/32C02F101/16C02F101/10
Inventor 王毅力刘博
Owner BEIJING FORESTRY UNIVERSITY
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