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A backwashable artificial wetland and its production and operation method

A technology of artificial wetland and backwashing, which is applied in chemical instruments and methods, aerobic and anaerobic process treatment, water/sludge/sewage treatment, etc., which can solve the problem of limited service life extension of wetland, low sewage purification efficiency and void ratio Reduce and other problems, achieve the effect of solving backwashing and aeration difficulties, good water purification effect, and improving biodegradability

Active Publication Date: 2021-10-12
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] From the perspective of the constructed wetland projects, there are natural phenomena in the long-term operation that microorganisms and plant residues cause matrix clogging and porosity reduction, which restricts the long-term operation of constructed wetlands and reduces the efficiency of sewage purification. Many, but there are also many defects
For example, the publication number CN105399207A discloses a backwashable horizontal subsurface flow artificial wetland that can slow down front-end clogging. The wetland changes the particle size of the front-end and back-end substrates, slows down the front-end clogging of the wetland, and cleans the wetland through backwashing. However, the dense matrix at the back end of this method is easy to make cleaning difficult, and the microbial system constructed is relatively simple, resulting in low sewage purification efficiency.
The publication number is CN201610152448.4, which discloses a method and device for anti-clogging water distribution and backwashing in artificial wetlands. The device arranges water distribution pipes on the surface of the artificial wetland and inside the filler, and sets the backwashing intensity according to the degree of blockage of each layer of the wetland. However, The device has technical difficulties and high cost in actual operation
[0004] Therefore, the existing artificial wetlands can relieve wetland blockage in a short period of time, but they occupy a large area, have high construction costs, complex principles, and cannot achieve secondary utilization. The extension of the service life of wetlands is limited, not economical and practical, and seriously affect wetlands. purification effect

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  • A backwashable artificial wetland and its production and operation method
  • A backwashable artificial wetland and its production and operation method
  • A backwashable artificial wetland and its production and operation method

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Embodiment Construction

[0051] The present invention will be specifically introduced below in conjunction with the accompanying drawings and specific embodiments.

[0052] as attached figure 1 , a backwashable artificial wetland of the present invention is composed of several ecological tanks arranged in sequence, the ecological tanks include a bearing box 15 and a biochemical buoyancy device 8; the bearing box 15 is in the shape of an open empty box, and the bottom is provided with The water outlet 14 and the water outlet 13 are respectively provided with valves 16; the biochemical floater 8 is placed in the bearing box 15, and the buried water depth of the biochemical floater 8 is adjusted by adjusting the water storage capacity in the bearing box 15.

[0053] The size of the biochemical floater 8 is preferably 1.5m×1m×1m (length×width×height), which is a steel bar with a diameter of 5mm as the frame, and a lead wire mesh with an aperture of 5mm as the coverless utensil on the side and bottom; the ...

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Abstract

The invention discloses an artificial wetland capable of backwashing, which comprises several ecological tanks arranged in sequence. The ecological tank includes an external bearing box and an internal biochemical floater; the bottom of the bearing box is provided with a water inlet and a water outlet, and The buried water depth of the biochemical floater is adjusted through the water storage in the bearing box; several packing layers are built in the biochemical floater, and plants are planted on the first packing layer at the top. Through the ecological system built in the filler layer, sewage purification, nitrogen and phosphorus removal are realized. The aerobic environment of the first packing layer improves the degradation ability of microorganisms; the iron-carbon gel balls in the second packing layer provide sufficient space for the load of microorganisms, and micro-electrolysis of iron-carbon causes a large number of macromolecular organic pollutants to break chains , improve biodegradability; porous carbon-releasing gravel provides sufficient carbon source for microorganisms. The height of the biochemical buoyancy device is adjusted separately through the water storage of the bearing box, and the functions of falling water aeration, flushing and backwashing under normal operation are realized, which has strong practicability and wide applicability.

Description

technical field [0001] The invention relates to an artificial wetland, in particular to an artificial wetland capable of backwashing and its production and operation mode, and belongs to the technical field of sewage artificial wetland treatment. Background technique [0002] Constructed wetland is an environment-friendly sewage treatment technology, which is a water-purifying composite ecosystem composed of substrates, plants, microorganisms, etc. Through plant absorption, matrix filtration and biological decomposition to achieve efficient purification of sewage, it has the advantages of efficient nitrogen and phosphorus removal and convenient operation and management, and the wetland landscape can increase biodiversity, conserve water sources, and improve visual beauty. [0003] From the perspective of the constructed wetland projects, there are natural phenomena in the long-term operation that microorganisms and plant residues cause matrix clogging and porosity reduction,...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C02F3/32C02F3/34C02F3/30C02F101/10C02F101/16
CPCC02F3/302C02F3/32C02F3/34C02F2101/105C02F2101/16C02F2305/06
Inventor 杭之昊王华
Owner HOHAI UNIV
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