NL2032186B1 - A Rapid Biological Purification Treatment System for Stagnant Rainwater - Google Patents
A Rapid Biological Purification Treatment System for Stagnant Rainwater Download PDFInfo
- Publication number
- NL2032186B1 NL2032186B1 NL2032186A NL2032186A NL2032186B1 NL 2032186 B1 NL2032186 B1 NL 2032186B1 NL 2032186 A NL2032186 A NL 2032186A NL 2032186 A NL2032186 A NL 2032186A NL 2032186 B1 NL2032186 B1 NL 2032186B1
- Authority
- NL
- Netherlands
- Prior art keywords
- rainwater
- layer
- overflow
- pipe
- overflow pipe
- Prior art date
Links
- 238000000746 purification Methods 0.000 title claims abstract description 26
- 239000002689 soil Substances 0.000 claims abstract description 48
- 239000004576 sand Substances 0.000 claims abstract description 34
- 230000014759 maintenance of location Effects 0.000 claims abstract description 25
- 230000003628 erosive effect Effects 0.000 claims abstract description 6
- 239000010985 leather Substances 0.000 claims description 11
- 239000003344 environmental pollutant Substances 0.000 claims description 5
- 239000004746 geotextile Substances 0.000 claims description 5
- 231100000719 pollutant Toxicity 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 239000012528 membrane Substances 0.000 claims description 4
- 238000000354 decomposition reaction Methods 0.000 claims description 3
- 230000000717 retained effect Effects 0.000 claims description 3
- 238000004162 soil erosion Methods 0.000 claims description 3
- 239000000126 substance Substances 0.000 claims description 3
- 241000196324 Embryophyta Species 0.000 abstract description 9
- 230000001869 rapid Effects 0.000 abstract description 3
- 230000006866 deterioration Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 235000014593 oils and fats Nutrition 0.000 description 1
- 238000005325 percolation Methods 0.000 description 1
- 231100000614 poison Toxicity 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000003440 toxic substance Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
- C02F3/327—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae characterised by animals and plants
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Water Supply & Treatment (AREA)
- Hydrology & Water Resources (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Environmental & Geological Engineering (AREA)
- Biotechnology (AREA)
- Botany (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
The invention discloses a rapid biological purification treatment system for stagnant rainwater, which comprises a surface rainwater retention layer, a planting soil cover layer, a planting soil layer, a sand ratio layer and a rainwater collector, wherein the rainwater retention layer can retain rainwater in the rainy season, and purify and filter rainwater through plant roots, the planting soil layer, the sand ratio layer and the rainwater collector; When heavy rain or rainstorm occurs, the overflow valve can realize rapid overflow, and prevent the rain of rapids from causing damage to vegetation erosion. The invention has simple structure and low cost, and the retention biological rainwater purification treatment system can store, percolate, evaporate and intercept rainwater from the source of rainwater. By skillfully designing the position relationship of surface rainwater retention layer, planting soil cover layer, planting soil layer, sand ratio ayer and rainwater collector and the design of overflow valve, plants, soil and pipes can be used to realize the retention, purification, retention and overflow of runoff rainwater.
Description
A Rapid Biological Purification Treatment System for Stagnant Rainwater
The invention relates to the technical field of rainwater retention, in particular to a rapid biological purification treatment system for retained rainwater.
With the acceleration of urbanization, problems such as deterioration of urban water quality and flood disasters caused by rainwater have become increasingly prominent. On the one hand, due to unreasonable urban development, the surface area of permeable ground is becoming less and less, and the non-point source pollution caused by storm runoff has become an important reason for the deterioration of urban water environment. Rainfall contains many pollutants such as suspended solids, oxygen-consuming substances, nutrients, toxic substances, oils and fats, etc. These pollutants flow into the urban pipe network system with runoff, which easily causes water pollution.
At present, the urban rainwater collection and purification treatment mainly filters the larger dirt of the surface runoff through the rainwater grate, Gathered in the sewage yard for centralized treatment and purification. On the one hand, the pipeline is long, and a large amount of soil and garbage enter the pipeline together with the sewage, which is easy to cause blockage of the pipeline and reduce the cross section of the rainwater pipe network. At the same time, due to the large concentration of rainwater, it is easy to cause urban waterlogging, which directly affects the purification treatment effect.
The technical problem to be solved by the invention is to provide a retention biological rainwater purification treatment system with simple structure and low cost, which can store, percolate, evaporate and intercept rainwater from the source of rainwater, and realize the storage, percolation, purification, retention and overflow of runoff rainwater through plants, soil and canal systems.
To solve the above technical problems, the technical scheme provided by the invention is as follows: a rapid biological purification treatment system for stagnant rainwater comprises a surface rainwater retention layer, a planting soil covering layer, a planting soil layer, a sand ratio layer and a rainwater collector, It is located on the surface of the rapid rainwater purification treatment system for retention organisms, and is used for collecting runoff rainwater and temporarily storing the retention rainwater when the runoff is large. The planting soil cover layer is located at the lower part of the surface rainwater retention layer and connected with the planting soil cover layer to prevent the rainwater runoff from directly washing the surface soil layer, Reduce soil erosion, the planting soil layer is located at the lower part of the planting soil covering layer, the lower part is paved with permeable geotextile, the carrier of plant planting and growth, the biological root system provides a medium for biological growth and decomposition of organic matters, purifies rainwater and filters rainwater pollutants, and the sand ratio layer is located at the lower part of the planting soll layer, Comprise a sand layer and a gravel lay, wherein that sand layer is positioned at the upper part of the gravel layer, the low part of the gravel layer is paved with an anti-seepage film, The perforated drainage pipe is used for collecting rainwater, which is located above the impervious membrane. In the gravel layer, rainwater is collected by the perforated drainage pipe, and then flows into the rainwater pipe channel. The overflow pipe is connected with the rainwater pipe channel for discharging rainwater overflow, and the overflow valve is installed at the upper port of the overflow pipe.
Furthermore, the hole opening rate of the perforated drain pipe is not less than 2% and the hole diameter is 2-10mm.
Furthermore, the upper part of the overflow pipe should be 10-15cm higher than the overburden of planting soil.
Furthermore, the sand ratio layer comprises a sand layer and a gravel layer, wherein the sand layer is located at the upper part of the gravel layer, the thickness of the sand layer is 210cm, and the thickness of the gravel layer is =20cm.
Furthermore, the upper port of the overflow pipe is provided with an overflow valve, which comprises a cup, an overflow cover, a filter screen and a positioning pin, wherein the cup is sleeved on the overflow pipe and fixed by the positioning pin; the overflow cover covers the upper port of the overflow pipe, and the lower end is connected with the cup through a buckle; and the filter screen is fixed on the upper port of the overflow pipe and sleeved in the overflow cover.
Furthermore, the leather cup is sleeved on the overflow pipe and can move up and down along the overflow pipe.
Furthermore, the overflow pipe sleeved in the overflow cover is provided with a drain hole.
Compared with the prior art, the invention has the advantages that: 1. In the rainy season, the rainwater retention layer can retain rainwater in a pool, and purify and filter rainwater through plant roots, planting soil layers, sand rate layers and rainwater collectors; 2. By using the overflow pipe design of the rainwater collector, rapid overflow can be realized when heavy rain or rainstorm occurs, so as to prevent the rain of the rapids from causing certain damage to vegetation erosion during heavy rain or rainstorm; 3. The permeable geotextile design of planting soil cover layer, together with sand layer and gravel layer, reduces the blockage of perforated drainage pipe, effectively slows down the erosion of vegetation soil layer by rainwater, prevents the perforated drainage pipe from flowing out, and further protects planting soil cover layer, planting soil layer and planting soil cover layer. 4. The unique overflow valve design, firstly, can adjust the overflow volume of the overflow pipe according to the amount of rainwater or the depth of stagnant water; secondly, the design of the leather cup at the lower part of the overflow valve effectively prevents the overflow of the initial rain and plays a certain role in settling; thirdly, the overflow pipe sleeved in the overflow cover is provided with a drain hole, which can quickly realize the overflow discharge.
Arapid biological purification treatment system for stagnant rainwater is simple in structure and low in cost. It stores, infiltrates, evaporates and intercepts rainwater from the source of rainwater. By skillfully designing the position relationship of surface rainwater retention layer, planting soil cover layer, planting soil layer, sand ratio layer and rainwater collector and the design of overflow valve, the plant, soil and microbial system are used to realize the storage, infiltration, purification, retention and overflow of runoff rainwater.
Figure 1 is a structural schematic diagram of a rapid biological purification treatment system for stagnant rainwater of the invention.
Figure 2 is the sectional structure schematic diagram of the relief valve of the invention.
As shown in the figure: 1. Surface rainwater retention layer, 2. Planting soil cover layer, 3. Planting soil layer, 4. Sand bed, 5. Rainwater collector, 6. Overflow pipe, 7. Overflow valve, 8. Permeable geotextile, 9. Sand layer, 10. Perforated drain pipe, 11. Gravel layer, 12. Impermeable membrane, 13. Rainwater irrigation canal, 71. Leather bowl, 72. Overflow cover, 73 Screen, 74. Positioning pin, 75.
Drain hole
The invention will be further explained in detail with the attached figures.
Combined with Figure 1, A rapid biological purification treatment system for stagnant rainwater comprises a surface rainwater retention layer 1, Planting soil cover layer 2, Planting soil layer 3, A sand layer 4 and a rainwater collector 5,
wherein the surface rainwater retention layer 1, Located on the surface of the rapid rainwater purification treatment system of stranded organisms for collecting runoff rainwater and temporarily storing the stagnant rainwater when the runoff is large, the planting soil cover layer 2, The lower part of the surface 5 rainwater retention layer 1 is connected with the planting soil covering layer 3,
Prevent the direct erosion of rainwater runoff on the surface soil layer and reduce soil erosion. The planting soil layer is 3, Located at the lower part of the planting soil covering layer 2, the lower part is paved with permeable geotextile 8, a carrier for plant planting and growth, which provides a medium for biological growth and decomposition of organic matters through biological roots, purifies rainwater and filters rainwater pollutants, The sand ratio layer 4, Located at the lower part of the planting soil layer 3, it comprises a sand layer 9 and a gravel layer 11, wherein the sand layer 9 is located at the upper part of the gravel layer 11, and the lower part of the gravel layer 11 is paved with an impermeable film 12,
The rainwater collector 5 includes a perforated drainage pipe 10, an overflow pipe 6, a rainwater pipe channel 13, and an overflow valve 7, The perforated drainage pipe 10 is used to collect the permeated rainwater and is located above the impervious film 12, In the gravel layer 11, the rainwater is collected by the perforated drainage pipe 10 and then flows into the rainwater pipe channel 13,
The overflow pipe 6 is connected with the rainwater pipe channel 13 and used to discharge the rainwater overflow. The overflow valve 7 is installed at the upper port of the overflow pipe 6.
Furthermore, the perforated drain pipe 10 has a hole ratio of not less than 2% and a hole diameter of 2-10mm.
Furthermore, the upper part of the overflow pipe 6 should be 10-15cm higher than the planting soil covering layer 2.
Furthermore, the sand ratio layer 4 comprises a sand layer 9 and a gravel layer 11, wherein the sand layer 9 is located at the upper part of the gravel layer 11, the thickness of the sand layer 9 is 210cm, and the thickness of the gravel layer
11 is 20cm.
Furthermore, the upper port of the overflow pipe 6 is provided with an overflow valve 7, the overflow valve 7 comprises a leather cup 71, an overflow cover 72, a filter screen 73 and a positioning pin 74, the cup 71 is sleeved on the overflow pipe 6 and fixed by the positioning pin 74, the overflow cover 72 covers the upper port of the overflow pipe 6, and its lower end is connected to the cup 71 by a buckle, the filter screen 73 is fixed on the upper port of the overflow pipe 6 and sleeved in the overflow cover 72.
Furthermore, the leather cup 71 is sleeved on the overflow pipe 6 and can move up and down along the overflow pipe 6.
Furthermore, in the overflow valve 7, the overflow pipe 6 sleeved in the overflow cover is provided with a drain hole 75.
The invention utilizes the design of the overflow pipe of the rainwater collector, which can realize rapid overflow when heavy rain or rainstorm occurs, and prevent the rain of the rapids from causing certain damage to vegetation erosion during heavy rain or rainstorm; In the rainy season, the rainwater retention layer can retain rainwater in a pool, and purify and filter rainwater through plant roots, planting soil layers, sand rate layers and rainwater collectors; The unique overflow valve design, firstly, can adjust the overflow volume of the overflow pipe according to the amount of rainwater or the depth of stagnant water; secondly, the design of the leather cup at the lower part of the overflow valve effectively prevents the overflow of the initial rain and plays a certain role in settling; thirdly, the overflow pipe sleeved in the overflow cover is provided with a drain hole, which can quickly realize the overflow discharge.
The invention relates to a rapid biological purification treatment system for stagnant rainwater, which is simple in structure and low in cost, stores, percolates, evaporates and intercepts rainwater from the source of rainwater, By skillfully designing the position relationship of surface rainwater retention layer, planting soil cover layer, planting soil layer, sand ratio layer and rainwater collector and the design of overflow valve, the runoff rainwater can be stored, purified, retained and overflowed by using plant, soil and pipe canal system.
The above-mentioned invention and its implementation mode are described, and this description is not restrictive. What is shown in the attached figure is only one of the implementation modes of the invention, and the actual structure is not limited to this. In a word, if the ordinary technicians in this field are inspired by it, and without departing from the creation purpose of this invention, they can design the structure and example similar to this technical scheme without creativity, all of which belong to the protection scope of this invention.
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL2032186A NL2032186B1 (en) | 2022-06-16 | 2022-06-16 | A Rapid Biological Purification Treatment System for Stagnant Rainwater |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL2032186A NL2032186B1 (en) | 2022-06-16 | 2022-06-16 | A Rapid Biological Purification Treatment System for Stagnant Rainwater |
Publications (1)
Publication Number | Publication Date |
---|---|
NL2032186B1 true NL2032186B1 (en) | 2024-01-04 |
Family
ID=89473479
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NL2032186A NL2032186B1 (en) | 2022-06-16 | 2022-06-16 | A Rapid Biological Purification Treatment System for Stagnant Rainwater |
Country Status (1)
Country | Link |
---|---|
NL (1) | NL2032186B1 (en) |
-
2022
- 2022-06-16 NL NL2032186A patent/NL2032186B1/en active
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