CN211999337U - Resource regeneration type constructed wetland system - Google Patents
Resource regeneration type constructed wetland system Download PDFInfo
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- CN211999337U CN211999337U CN202020128207.8U CN202020128207U CN211999337U CN 211999337 U CN211999337 U CN 211999337U CN 202020128207 U CN202020128207 U CN 202020128207U CN 211999337 U CN211999337 U CN 211999337U
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Abstract
The utility model discloses a resource regeneration type constructed wetland system, which comprises a sewage treatment device and an constructed wetland treatment device arranged above the sewage treatment device; the sewage treatment equipment comprises a regulating area, a biochemical reaction area, a settling area, a water collecting area and a gas collecting pipeline arranged above the settling area, which are connected in sequence; the biochemical reaction area is a biochemical reaction tank provided with biological fillers; the sedimentation area comprises an inclined tube filler and a sludge collection hopper, and the sludge collection hopper comprises a sludge reflux pump for refluxing sludge to the biochemical reaction area; the water collecting area is provided with a water pump for pumping sewage into the artificial wetland treatment equipment; the artificial wetland treatment equipment comprises a water distribution tank, a water distribution pipeline connected with the water distribution tank, an air distribution pipeline connected with an air collection pipeline, an intermediate treatment component and a water outlet pool; the intermediate treatment component sequentially comprises an impermeable layer, a packing layer and an ecological layer from bottom to top. The tail gas of the sewage treatment equipment is collected and introduced into the constructed wetland treatment equipment, so that the treatment efficiency of pollutants is greatly improved, the occupied area is greatly reduced, and the investment and operation cost is reduced.
Description
Technical Field
The utility model relates to a resource regeneration type constructed wetland system belongs to the environmental protection technology field.
Background
Based on the characteristics of wide rural distribution and dispersed inhabitation of farmers in China, the water pollution in rural areas in China has the characteristics of small sewage discharge amount, dispersed discharge, high content of nitrogen, phosphorus and other nutrient components, large sewage discharge flow and large fluctuation of organic load and the like. Due to serious shortage of rural infrastructure construction, almost no system pipeline for collecting and conveying domestic sewage exists, and the rural farmers have weak operation and management capability. Therefore, the distributed sewage treatment technology suitable for rural areas is a technology with low investment, low energy consumption, low operation and management requirements and stable and efficient pollutant removal efficiency.
The distributed domestic sewage treatment is realized by using small sewage treatment facilities with advanced technology to realize the nearby treatment and utilization of domestic sewage. In recent years, various distributed sewage treatment facilities have been developed. The conventional treatment technologies at present comprise an earthworm ecological filter tank, an artificial wetland treatment system, an underground infiltration system, integrated sewage treatment equipment and a combined process thereof, such as an anaerobic-wetland combined process and the like.
(1) Earthworm ecological filter tank
The earthworm ecological filter tank is a new technology for treating domestic sewage by using an artificial ecosystem consisting of microorganisms, earthworms, a matrix and the like, and improves the sewage treatment efficiency by using the decomposition and absorption action of the earthworms on the sewage and sludge, the creeping property and the like. The earthworm ecological filter tank has the advantages of small tank capacity, energy conservation, easiness in operation, convenience in maintenance and management and the like, but the staged water outlet is unstable due to the habit of earthworm hibernation.
(2) Constructed wetland treatment system
The artificial wetland treatment system is a comprehensive ecological system for treating sewage and sludge by utilizing the physical, chemical and biological synergistic effects of soil, artificial media, plants and microorganisms, pollutants are degraded and removed by applying the principles of species symbiosis, material circulation regeneration and structural and functional coordination in the ecological system, and the artificial wetland treatment system has the characteristics of simple structure, less investment, easiness in maintenance, low operation cost and environment beautification, but also has the defects of easiness in blockage of matrix fillers, low-temperature treatment efficiency, large floor area, low treatment load and the like.
(3) Subsurface infiltration system
The subsurface infiltration system is an artificially reinforced sewage ecological treatment system, and sewage enters the subsurface infiltration system and then diffuses and moves under the action of gravity and soil capillary management, and is purified through physical interception, physicochemical adsorption, chemical precipitation, microbial degradation, animal and plant action and the like. The subsurface infiltration system has the characteristics of low investment, low operating cost, easy maintenance and management, no influence on ground landscape and the like, but has poor TN removal effect and needs to take certain measures.
(4) Integrated sewage treatment equipment
The integrated sewage treatment equipment realizes the purification of the distributed sewage to reach the standard by effectively integrating various water treatment processes, and the adopted main process is mainly an A/O (anaerobic-aerobic activated sludge process) process. With the continuous improvement and diversification requirements of sewage treatment, MBR (membrane bioreactor) process and SBR (sequencing batch reactor) process are also used as main processes in integrated sewage treatment equipment. The device is simple to maintain, convenient to operate and manage, and stable and high in effluent quality. However, odor generated in the biochemical treatment process of the integrated sewage treatment equipment can overflow the air, so that peculiar smell is generated, the surrounding environment is affected, and even the normal life of surrounding residents can be affected.
(5) Integrated sewage treatment equipment-artificial wetland combined process
The integrated sewage treatment equipment-artificial wetland combined process is a combined process for deeply treating sewage treated by the integrated sewage treatment equipment by introducing the sewage into an artificial wetland, and the combination of the sewage and the artificial wetland can remove pollutants to a greater extent, so that the quality of effluent reaches a higher standard. However, the constructed wetland needs to be built in a circle, so that the land area is greatly occupied, the odor emission of the integrated sewage treatment equipment is not solved, and the natural environment is still adversely affected to a certain extent.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a resource regeneration type constructed wetland system solves the defect that above-mentioned technique exists, reaches make full use of discarded object hoisting device and handles efficiency, reduces the running cost, reduces area and the convenient purpose of operation management.
The utility model has the first purpose of providing a resource regeneration type constructed wetland system, which comprises a sewage treatment device and an constructed wetland treatment device, wherein the constructed wetland treatment device is arranged above the sewage treatment device;
the sewage treatment equipment comprises a regulating area, a biochemical reaction area, a settling area and a water collecting area which are connected in sequence, and a gas collecting pipeline arranged above the sewage treatment equipment; the adjusting area is used for homogenizing water quantity and water quality, and the upper end of the adjusting area is provided with a filter frame; the biochemical reaction area is a biochemical reaction tank provided with biological fillers; the sedimentation area comprises an inclined tube filler and a sludge collecting hopper which is used for carrying out sludge-water separation on the sewage, and the sludge collecting hopper comprises a sludge reflux pump which is used for refluxing the sludge to the biochemical reaction area; the water collecting area is provided with a water pump for pumping sewage into the artificial wetland treatment equipment;
the artificial wetland treatment equipment comprises a water distribution tank, a water distribution pipeline, an air distribution pipeline, an intermediate treatment component and a water outlet pool; the water distribution pipeline is connected with the water distribution tank, and the gas distribution pipeline is connected with the gas collection pipeline; the intermediate treatment component sequentially comprises an impermeable layer, a packing layer and an ecological layer from bottom to top, and the water distribution pipeline and the gas distribution pipeline are arranged between the impermeable layer and the packing layer; the water outlet pool is connected with the ecological layer.
Further, the biochemical reaction area adopts one of A2/O process, A/O process and multi-stage A/O process.
Furthermore, a biological filler is arranged in the biochemical reaction tank, and the filler is a porous high molecular polymer.
Furthermore, the packing layer sequentially comprises a first packing layer, a second packing layer and a third packing layer from bottom to top, and the particle sizes of the packing in the first packing layer, the second packing layer and the third packing layer are sequentially reduced.
Further, the filler is waste biomass porous filler.
Furthermore, the thickness of the packing layer is 0.6-1 m.
Furthermore, a valve is arranged between the water distribution tank and the water distribution pipeline, and the valve is arranged in the valve well.
Furthermore, a plurality of uniformly distributed small holes are arranged on the water distribution pipeline and the air distribution pipeline.
Furthermore, the ecological layer comprises a water soil layer and a plant planting layer, and the plant planting layer is used for planting aquatic plants.
Further, the aquatic plant comprises at least one of typha orientalis, allium mongolicum regel, thalictrum ramosissimum, drocalamus latiflorus and canna indica.
Furthermore, the ecological layer also comprises animals.
The utility model has the advantages that:
1. the tail gas of the sewage treatment equipment is collected and introduced into the constructed wetland treatment equipment, so that the treatment efficiency of the constructed wetland system on pollutants is greatly improved, compared with the traditional wetland treatment, the pollution load is greatly improved, the occupied area is greatly reduced, and the investment and operation cost can be greatly reduced;
2. the tail water of the sewage treatment equipment is subjected to standard improvement, the problem of tail gas odor generated by the sewage treatment equipment can be solved, and the surrounding natural environment is improved;
3. the sewage treatment equipment is deeply buried under the wet ground, so that a good heat preservation effect can be achieved, and the treatment efficiency is ensured.
Drawings
Fig. 1 is a schematic structural view of the resource regeneration type constructed wetland system of the present invention.
Fig. 2 is a schematic structural diagram of the intermediate processing assembly of the present invention.
The reference numbers in the figures illustrate: 1. the device comprises a sewage treatment device, 11, a regulation area, 111, a filter frame, 112, a water inlet pipe, 113, a sewage lifting pump, 12, a biochemical reaction area, 121, biological fillers, 13, a settling area, 131, inclined pipe fillers, 132, a sludge collecting hopper, 133, a sludge reflux pump, 14, a water collecting area, 141, a water pump, 15, a gas collecting pipeline, 2, an artificial wetland treatment device, 21, a water distribution tank, 22, a water distribution pipeline, 23, a gas distribution pipeline, 24, an intermediate treatment component, 241, an impermeable layer, 242, a filler layer, 2421, a first filler layer, 2422, a second filler layer, 2423, a third filler layer, 243, an ecological layer, 2431, a soil-water layer, 2432, a plant planting layer, 25, a water outlet pool, 26, a valve, 261, a valve well, 3 and a support frame.
Detailed Description
The present invention is further described with reference to the following drawings and specific embodiments so that those skilled in the art can better understand the present invention and can implement the present invention, but the embodiments are not to be construed as limiting the present invention.
As shown in fig. 1 and fig. 2, utility model discloses a resource regeneration type constructed wetland system, including sewage treatment device 1 and constructed wetland treatment device 2, sewage treatment device 1 is fixed through support frame 3, and constructed wetland treatment device 2 sets up directly over sewage treatment device 1:
the sewage treatment device 1 of the utility model comprises a regulating area 11, a biochemical reaction area 12, a settling area 13 and a water collecting area 14 which are connected in sequence, and a gas collecting pipeline 15 arranged above the sewage treatment device;
the adjusting area 11 is positioned at the leftmost end of the sewage treatment equipment and is used for homogenizing water quantity and water quality; the upper end of the adjusting area 11 is provided with a filter frame 111 for removing large-particle pollutants in the incoming water; the left side of the filter frame 111 is provided with a water inlet pipe 112 which is connected with incoming water to be treated, and the self-flowing or pump lifting mode can be selected according to specific terrain conditions; the right end of the adjusting area is provided with a sewage lifting pump 113 for lifting sewage to the back end biochemical reaction tank.
The biochemical reaction area 12 is a biochemical reaction tank provided with biological packing 121, and the adopted process is one of an A2/O process, an A/O process and a multi-stage A/O process, which can be selected according to the requirements of incoming water and outgoing water. The biochemical reaction tank adopts high molecular polymer as the filler, and is manufactured by special processes such as melting with mineral substances, foaming and the like, and the biochemical reaction tank has an inorganic porous structure and large specific surface area.
The settling zone 13 comprises an inclined tube filler 131 and a sludge collecting hopper 132, the sludge collecting hopper 132 is arranged below the inclined tube filler 131 and used for carrying out sludge-water separation on sewage, and the sludge collecting hopper 132 comprises a sludge return pump 133 and used for returning sludge to the biochemical reaction zone 12 and periodically supplementing microorganisms to the biochemical reaction tank.
The water collecting area 14 is connected with the settling area 13 and is used for collecting the sewage settled in the settling area 13, and the water collecting area 14 is provided with a water pump 141 for pumping the sewage into the artificial wetland treatment equipment 2.
The gas collecting pipeline 15 is arranged above the sewage treatment equipment 1, and odor/tail gas generated by the sewage treatment equipment 1 is collected above the equipment by adopting the gas collecting pipeline and passes through the impermeable layer to be introduced into the artificial wetland treatment equipment above; the tail gas/odor contains oxygen, methane, carbon dioxide and other components, can provide oxygen and carbon sources for microorganisms in the artificial wetland system, and improves the sewage treatment efficiency of the artificial wetland.
The artificial wetland treatment equipment of the utility model comprises a water distribution tank 21, a water distribution pipeline 22, an air distribution pipeline 23, an intermediate treatment component 24 and a water outlet pool 25;
the water distribution tank 21 and the water collection area 14 pump the sewage in the water collection area into the water distribution tank 21 by the water pump 141.
The water distribution pipeline 22 is connected with the water distribution groove 21, and the gas distribution pipeline 23 is connected with the gas collection pipeline 15; a valve 26 is arranged between the water distribution tank 21 and the water distribution pipeline 22, the valve 26 is arranged in a valve well 261, and sewage is controlled to enter the water distribution pipeline 22 through the valve well 261 after reaching the water distribution tank 21.
The intermediate treatment assembly 24 sequentially comprises an impermeable layer 241, a packing layer 242 and an ecological layer 243 from bottom to top, the water distribution pipeline 22 and the air distribution pipeline 23 are arranged between the impermeable layer 241 and the packing layer 242, a plurality of small holes are formed in the water distribution pipeline 22, and water overflows from the small holes and flows upwards to sequentially pass through the packing layer 242 and the ecological layer 243.
The utility model discloses a packing layer includes that the three-layer packs, from supreme first packing layer 2421, second packing layer 2422 and the third packing layer 2423 of including in proper order down, and the particle diameter of first packing layer is 16-32mm, and the particle diameter of second packing layer is 8-16mm, and the particle diameter of third packing layer is 4-8mm, the utility model discloses a pack for the porous filler of abandonment living beings that patent CN201811399121.2 method preparation obtained, specific surface area is big, and microorganism adhesive force is strong, and when providing sufficient nutrient substance for the organism, can carry out high-efficient physical filtration, absorption and degradation to the pollutant in the sewage, water purification. The thickness of the filler layer is 0.6-1 m.
The ecological layer 243 of the utility model comprises a water and soil layer 2431 and a plant planting layer 2432, wherein the water and soil layer can comprise animals such as earthworms, which not only decomposes and absorbs sewage and sludge, but also increases oxygen supply amount, and promotes ammoniation of organic nitrogen and nitrification of ammonia nitrogen by using microorganisms in animal excrement; the aquatic plants planted in the plant planting layer can decompose and convert organic matters, the roots and stems of the aquatic plants can adsorb heavy metals and toxic and harmful substances, and attached microorganisms in a larger area and oxygen conveyed by the aquatic plants can further purify water quality and increase water body activity. The plant planting layer can be used for planting two or three kinds of aquatic plants in a matched mode according to the actual conditions of projects, and the aquatic plants can be one of plants with strong stain resistance and good landscape effect, such as cattail, allium fistulosum, thalictrum ramosissimum, drocalamus latiflorus, canna indica and the like.
The effluent pool 25 is arranged at the leftmost side of the upper layer, and sewage is finally discharged by the effluent pool after being purified by the ecological layer.
The utility model discloses a method for treating rural domestic sewage by a resource regeneration type constructed wetland system is carried out according to the following steps:
1) rural domestic sewage enters sewage treatment equipment after being collected, effluent enters a water collecting area, is lifted to artificial wetland treatment equipment above the sewage treatment equipment through a pump, and is subjected to combined action of a packing layer of the artificial wetland treatment equipment, microorganisms, plants and animals, so that pollutants are decomposed, water quality is purified, and finally the effluent reaches the standard and is discharged.
2) The tail gas of the sewage treatment equipment is collected and then discharged into the constructed wetland treatment equipment through the gas distribution pipeline, so that sufficient oxygen and nutrient substances are provided for the constructed wetland treatment equipment, the wetland treatment function is improved, and the wetland blockage is reduced.
Example 1
100 tons of domestic sewage are treated every day in a certain village of Suzhou, and the quality of inlet water BOD5240mg/L, 320mg/L COD, 120mg/L SS, 30mg/L ammonia nitrogen, 50mg/L total nitrogen and 4mg/L total phosphorus.
The sewage firstly enters the buried integrated sewage treatment equipment, enters the artificial wetland treatment system after the combined sewage treatment process, and simultaneously, the tail gas generated by the integrated sewage treatment equipment is collected by a pipeline and directly discharged upwards into the artificial wetland treatment system. The wetland adopts waste modified biomass filler, the thickness of the filler layer is 0.6m, the particle sizes of the filler are 4-8mm, 8-16mm and 16-32mm, and the thicknesses of various particle sizes are 0.2m respectively. Canna and droughhaired bevel grass are planted above the wetland in a matching way. The floor area of the buried integrated sewage treatment equipment is 42m2The floor area of the artificial wetland system on the left and the right and the ground is 60m2。
After 1 month debugging and 2 years of operation, the effluent quality of the constructed wetland treatment device reaches the first-class A standard of pollutant discharge Standard of urban Sewage treatment plant (GB18918-2002), even reaches the standard requirement of IV-class water of environmental quality Standard of surface Water (GB3838-2002) many times, and the operation cost is only 6 gross money.
The above-mentioned embodiments are merely preferred embodiments for fully illustrating the present invention, and the scope of the present invention is not limited thereto. Equivalent substitutes or changes made by the technical personnel in the technical field on the basis of the utility model are all within the protection scope of the utility model. The protection scope of the present invention is subject to the claims.
Claims (10)
1. The resource regeneration type artificial wetland system is characterized by comprising sewage treatment equipment and artificial wetland treatment equipment, wherein the artificial wetland treatment equipment is arranged above the sewage treatment equipment;
the sewage treatment equipment comprises a regulating area, a biochemical reaction area, a settling area and a water collecting area which are connected in sequence, and a gas collecting pipeline arranged above the sewage treatment equipment; the adjusting area is used for homogenizing water quantity and water quality, and the upper end of the adjusting area is provided with a filter frame; the biochemical reaction area is a biochemical reaction tank provided with biological fillers; the sedimentation area comprises an inclined tube filler and a sludge collecting hopper which is used for carrying out sludge-water separation on the sewage, and the sludge collecting hopper comprises a sludge reflux pump which is used for refluxing the sludge to the biochemical reaction area; the water collecting area is provided with a water pump for pumping sewage into the artificial wetland treatment equipment;
the artificial wetland treatment equipment comprises a water distribution tank, a water distribution pipeline, an air distribution pipeline, an intermediate treatment component and a water outlet pool; the water distribution pipeline is connected with the water distribution tank, and the gas distribution pipeline is connected with the gas collection pipeline; the intermediate treatment component sequentially comprises an impermeable layer, a packing layer and an ecological layer from bottom to top, and the water distribution pipeline and the gas distribution pipeline are arranged between the impermeable layer and the packing layer; the water outlet pool is connected with the ecological layer.
2. The resource regeneration type constructed wetland system of claim 1, wherein the biochemical reaction zone adopts one of A2/O process, A/O process and multi-stage A/O process.
3. The resource regeneration type constructed wetland system of claim 1, wherein a biological filler is arranged in the biochemical reaction tank, and the biological filler is a porous high molecular polymer.
4. The resource regeneration type constructed wetland system of claim 1, wherein the packing layers sequentially comprise a first packing layer, a second packing layer and a third packing layer from bottom to top, and the particle sizes of the packing materials in the first packing layer, the second packing layer and the third packing layer are sequentially reduced.
5. The resource regeneration type constructed wetland system of claim 4, wherein the filler is a waste biomass porous filler.
6. The resource regeneration type constructed wetland system of claim 1, wherein the thickness of the packing layer is 0.6-1 m.
7. The resource regeneration type artificial wetland system of claim 1, wherein a valve is further arranged between the water distribution tank and the water distribution pipeline, and the valve is arranged in a valve well.
8. The resource regeneration type constructed wetland system of claim 1, wherein the water distribution pipeline and the gas distribution pipeline are provided with a plurality of uniformly distributed small holes.
9. The resource regeneration type constructed wetland system of claim 1, wherein the ecological layer comprises a water soil layer and a plant growing layer, and the plant growing layer is used for growing aquatic plants.
10. The resource reclamation type constructed wetland system as recited in claim 9, wherein the aquatic plant comprises at least one of typha orientalis, allium schoenoprasum, thalictrum ramosissimum, saxifrage stolonifera and canna indica.
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| CN202020128207.8U CN211999337U (en) | 2020-01-20 | 2020-01-20 | Resource regeneration type constructed wetland system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111115981A (en) * | 2020-01-20 | 2020-05-08 | 上源环工生态环境科技(苏州)有限公司 | Resource regeneration type constructed wetland system |
| CN112979087A (en) * | 2021-03-09 | 2021-06-18 | 中鼎特金秦皇岛科技股份有限公司 | Large-scale three-dimensional subsurface flow constructed wetland system for treating livestock and poultry manure wastewater |
| CN113105074A (en) * | 2021-04-13 | 2021-07-13 | 齐鲁工业大学 | Micro-power subsurface flow wetland system for treating rural sewage and working method thereof |
-
2020
- 2020-01-20 CN CN202020128207.8U patent/CN211999337U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111115981A (en) * | 2020-01-20 | 2020-05-08 | 上源环工生态环境科技(苏州)有限公司 | Resource regeneration type constructed wetland system |
| CN112979087A (en) * | 2021-03-09 | 2021-06-18 | 中鼎特金秦皇岛科技股份有限公司 | Large-scale three-dimensional subsurface flow constructed wetland system for treating livestock and poultry manure wastewater |
| CN113105074A (en) * | 2021-04-13 | 2021-07-13 | 齐鲁工业大学 | Micro-power subsurface flow wetland system for treating rural sewage and working method thereof |
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