Autotrophic anti-clogging constructed wetland for deep purification of tail water of sewage treatment plant

A technology for sewage treatment and deep purification, applied in biological water/sewage treatment, multi-stage water/sewage treatment, water/sludge/sewage treatment, etc., can solve problems such as system blockage and self-supporting wetland matrix compaction, and achieve Reduce the use of water pumps, save energy, and improve the effect of phosphorus removal

Pending Publication Date: 2021-01-01
ZHENGZHOU UNIV +1
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] The purpose of the present invention is mainly to aim at existing sewage treatment plant tail water NO 3 -The concentration of N is high, the concentration of phosphorus needs to be further reduced, the matrix of the autotrophic wetland is seriously compacted, and the system is blocked in the long-term operation of the actual project. and inorganic carbon sources, and undertake a certain electron donor role in the autotrophic denitrification process, and added self-made polyaluminium chloride residue composite filler (free from slag Portland cement, polyaluminum chloride residue, bentonite, etc. Burned packing) as the SO produced during the process of strengthening the adsorption of raw materials 4 2- and phosphate in tail water, as an autotrophic anti-clogging vertical flow artificial wetland for deep purification of tail water in sewage treatment plants, can well solve the above problems existing in the existing nitrogen and phosphorus removal process, and has good technical effects

Method used

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  • Autotrophic anti-clogging constructed wetland for deep purification of tail water of sewage treatment plant
  • Autotrophic anti-clogging constructed wetland for deep purification of tail water of sewage treatment plant
  • Autotrophic anti-clogging constructed wetland for deep purification of tail water of sewage treatment plant

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0032] This embodiment provides a new type of self-supporting anti-clogging vertical flow artificial wetland for deep purification of tail water in sewage treatment plants. The structure is as follows figure 1 As shown, it includes a water purification plant 1, a water collection area 2, a core functional filler matrix area 3, a pebble layer 4, a water distribution and mud discharge area, and a chemical dosing box 18 arranged in sequence from top to bottom. The area includes a perforated support plate 5, a channel 6, a multi-bucket V-shaped mud collection tank 7, and a support column 8. The water inlet pipe 10 is arranged in the water distribution and mud discharge area, and the support column 8 is fixed at the bottom of the wetland. The support column 8 supports a perforated support plate 5 on which channels 6 are arranged. In order to make the sludge at the bottom of the pool slide smoothly into the sludge hopper and reduce the depth of the pool, this embodiment adopts sever...

Embodiment 2

[0040] This example mainly studies the optimal dosage of sodium thiosulfate in the influent water of the autotrophic denitrification zone based on the constructed wetland system of Example 1, adding 1 times, 1.5 times, 2 times and 2.5 times of sodium thiosulfate respectively The denitrification and denitrification effect of the filter at the theoretical dosage, through the denitrification effect and economic analysis of different dosages of sodium thiosulfate, the optimal dosage of sodium thiosulfate is obtained. Influent NO was measured during the experimental study 3 - -N concentration is about 7.0mg / L, influent TN concentration is about 7.5mg / L, hydraulic retention time is 2.5h.

[0041] comprehensive Figure 5 According to the experimental results and analysis of the autotrophic denitrification reaction equation in which sodium thiosulfate participates, the removal of 1mg NO 3 - -N will produce 11.538mg of SO 4 2- . Under the principle of considering the cost and en...

Embodiment 3

[0043] This example mainly explores the purification effect of the self-supporting anti-clogging vertical flow constructed wetland in Example 1 on the tail water of an actual sewage treatment plant. The influent water is the tail water of a sewage treatment plant, plus 1.5 times the theoretical dosage of sodium thiosulfate, and pumped into the water inlet pipe after being stirred well. The relevant indicators of the influent water are shown in Table 1, and the hydraulic retention time HRT is 2.5h. Deep purification effect of an autotrophic vertical flow constructed wetland during steady operation.

[0044] Based on the experimental results and analysis in Table 1, the constructed wetland has a good effect on the deep purification of the tail water of the sewage treatment plant, the quality of the effluent is far better than the surface water II standard, and the SO in the effluent is effectively reduced. 4 2- theoretical output.

[0045] Table 1 The average concentration and...

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Abstract

The invention relates to an autotrophic anti-clogging constructed wetland for deep purification of tail water of a sewage treatment plant. The wetland comprises a water purification plant, a water collection area, a core functional filler matrix area, a cobblestone layer and a water distribution and sludge discharge area which are sequentially arranged from top to bottom, and the water distribution and sludge discharge area comprises a perforated support plate, a multi-bucket V-shaped sludge collection tank, support columns and wetland bottom fixed support columns; the perforated support plateis supported; the lower part of the multi-bucket V-shaped sludge collecting tank is filled with large cobblestones; the core functional filler matrix area is arranged at the upper part of the perforated support plate, the bottom of the perforated support plate is provided with a cobblestone layer to ensure uniform water inflow, purification plants are planted at the upper part of the core functional filler matrix area, and a drainage pipe is arranged in the water collection area to collect treated tail water and discharge the tail water out of the wetland. The constructed wetland can solve the problems that the concentration of NO3-N in tail water of an existing sewage treatment plant is high, the phosphorus concentration needs to be further reduced, a matrix of an autotrophic wetland isseriously hardened in long-term operation of actual engineering, a system is blocked and the like.

Description

technical field [0001] The invention belongs to the technical field of waste water advanced treatment, and in particular relates to a self-supporting anti-clogging artificial wetland for deep purification of tail water of sewage treatment plants. Background technique [0002] In recent years, with the rapid development of my country's social economy and the continuous improvement of urbanization, the amount of sewage discharge remains high. However, due to the limitation of water treatment technology, water quality indicators such as nitrogen and phosphorus in urban domestic sewage are often not met after being treated by sewage plants. To meet the "Environmental Quality Standards for Surface Water" stipulated by the state, direct discharge of tail water from sewage treatment plants into rivers and lakes will cause serious water eutrophication, algal blooms, and further endanger the safety of the water environment. Therefore, for the tail water of sewage treatment plants, fur...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F9/14C02F101/10C02F101/16C02F101/38
CPCC02F9/00C02F3/28C02F3/32C02F2001/007C02F2305/06C02F3/34C02F2303/14C02F2101/105C02F2101/16C02F2101/38
Inventor 高镜清李强黄真真班亚飞张敬申段浩宇王文垅周昊昕李林帅尚娜
Owner ZHENGZHOU UNIV
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