CN107572726A - A kind of Integral rain processing unit - Google Patents

A kind of Integral rain processing unit Download PDF

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Publication number
CN107572726A
CN107572726A CN201710939309.0A CN201710939309A CN107572726A CN 107572726 A CN107572726 A CN 107572726A CN 201710939309 A CN201710939309 A CN 201710939309A CN 107572726 A CN107572726 A CN 107572726A
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CN
China
Prior art keywords
processing unit
water
well body
biomedia
overflow
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201710939309.0A
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Chinese (zh)
Inventor
汤杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuhan Shengyu Drainage Systems Co Ltd
Original Assignee
Wuhan Shengyu Drainage Systems Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Wuhan Shengyu Drainage Systems Co Ltd filed Critical Wuhan Shengyu Drainage Systems Co Ltd
Priority to CN201710939309.0A priority Critical patent/CN107572726A/en
Priority to PCT/CN2017/116928 priority patent/WO2019061869A1/en
Publication of CN107572726A publication Critical patent/CN107572726A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/02Arrangement of sewer pipe-lines or pipe-line systems

Abstract

The present invention relates to a kind of Integral rain processing unit.Described device includes well body and the cover plate above well body, and the well body bottom sets overflow wall from bottom to top, is divided into decanting zone and filtration and infiltration area by the overflow wall inside well body;Water inlet is provided with cover plate above the decanting zone;The bottom in the filtration and infiltration area is covered with filtration and infiltration medium;The well body side wall upper part in the filtration and infiltration area is provided with overflow pipe;Between decanting zone and filtration and infiltration area, provided with the perforated drain pipe through overflow wall, perforated drain pipe is through overflow wall and stretches into filtration and infiltration medium.The Integral rain processing unit of the present invention can effectively reduce pollution of the pollutant to natural water to the high treating effect of rainwater.Driven in processing procedure without exterior power, and do not influence normal flood passage.The water handled can permeate on the spot, cover underground water.

Description

A kind of Integral rain processing unit
Technical field
The present invention relates to a kind of rainwater purification equipment, and in particular to a kind of Integral rain processing unit.
Background technology
With the quickening of urbanization process, Permeable stratum area dramatically increases on ground, pollutant at these fluid-tightly Built up on face, when rainfall, pollutant is poured rainfall runoff system and forms rainwater runoff pollution by rain drop erosion ground.Rain Water runoff pollution is a kind of diffusion contact scar, and pollutant enters natural water, causes water pollution, and the pollutant includes The poisonous and harmful substances such as grain thing, organic matter, heavy metal.Therefore, urbanization process and industrialization development cause water source judgment and rain Flood endangers getting worse.
With water source judgment and the aggravation of rain flood harm, rainwater is subject to Collection utilization and carries out the comprehensive regulation as water resource Turn into important emerging problem.In overall city planning, most of combined drainage system that the past uses is changed a social system, It is changed to separate system or the drainage system processed that dams.Serious with urban atmospheric pollution and ground pollution, rainwater runoff pollution is further Seriously, especially the more early-stage rainwater of pollutant, the pollutant index peak of the early-stage rainwater of certain areas are much high In typical urban sanitary sewage.Therefore, it is necessary to rainwater, especially early-stage rainwater are handled.
Collection processing of the China to early-stage rainwater at present is scarcely out of swaddling-clothes, and collects early-stage rainwater and does not allow only it to arrange Enter water pollution water quality, and the purified treatment and reuse for early-stage rainwater then seldom consider, majority is directly discharged into municipal life Sewage network.The pollutant concentration contained in early-stage rainwater is higher, especially road early-stage rainwater, is directly discharged into sanitary sewer Net can bring larger load to sewage plant.
The content of the invention
In order to solve the above problems, the present invention provides a kind of Integral rain processing unit, described device include well body and Cover plate above well body, the well body bottom set overflow wall, are divided into inside well body by the overflow wall from bottom to top Decanting zone and filtering-infiltration area;
Water inlet is provided with cover plate above the decanting zone;
The bottom of the filtering-infiltration area is covered with filtration and infiltration medium;
The well body side wall upper part of the filtering-infiltration area is provided with overflow pipe;
Between decanting zone and filtering-infiltration area, provided with the perforated drain pipe through overflow wall, perforated drain pipe, which passes through, to overflow Stream wall is simultaneously stretched into filtration and infiltration medium.
Further, in the decanting zone, the baffle plate extended downwardly, the gear are also set up on the cover plate of overflow wall The lowermost end of plate is not higher than the top of overflow wall, and also further, the baffle plate is extended to below overflow wall top.
Further, flase floor is set in the water inlet;Further, filtering dress is also set up below the flase floor Put.
Further, the filter is drainage bucket or drainage bag.
Further, the drainage bucket or drainage bag are network structure.
Further, overfall is also set up at flase floor on the drainage bucket.
Further, the drainage bucket or drainage bag are located at the left side of the baffle plate.
Further, the filtration and infiltration medium be lay successively from top to bottom permeable geotextiles, porous medium layer and Biomedia layer.It is preferred that kind has plant on Biomedia.Preferred plant is tree.Therefore preferably on the filtering-infiltration area Dismountable tree pond cover plate is provided with the cover plate of side.
Further, according to kind, the size of plant in Biomedia layer is configured the tree pond cover plate.
Further, the overflow pipe is arranged on well body top side wall, i.e., under cover plate.
Further, the overflow pipe ttom of pipe is higher than the top of the overflow wall.
Further, the side at the top of the Biomedia layer close to overflow wall is provided with riprap.
Further, it is living to be selected from litter compost, float stone, peat soil, perlite, zeolite, haydite, biology for the Biomedia One or more in property charcoal or sand.
Further, the porous medium layer is selected from gravel layer, metalling or its mixed layer.
Further, the species or thickness of setting Biomedia layer and porous medium layer can be needed according to the processing of rainwater Degree.
Further, the perforated drain pipe is " L " type, vertical section in decanting zone, horizontal segment in filtration and infiltration medium, It is preferred that the horizontal segment is in Biomedia;Part further preferably in Biomedia is in net distribution.
In the rainwater treatment device of the present invention, the drainage bucket or drainage bag are network structure, can intercept rain at initial stage The pollutant such as bigger rubbish, leaf in water;
Overfall is also set up on the drainage bucket, when the pollutant that drainage bucket intercepts is excessive, treatment hole drainage can be made fast Degree is relatively slow and when water level reaches overfall, and the rainwater in drainage bucket directly can flow out through overfall, into decanting zone;
The bottom of baffle plate is less than the wall top of overflow wall, and floating object, oil and grease can be then intercepted in decanting zone, rain by baffle plate Water is from baffle plate flowing underneath, it is ensured that floating object, oil and grease will not enter filtering and infiltration area;
Rainwater in decanting zone is entered in Biomedia layer by perforated drain pipe penetrates into underground after processing, ensures filter The pollutant that bucket is collected will not be immersed in water, while the particulate matter for being deposited in shaft bottom will not block perforated drain pipe;
Part of the perforated drain pipe in Biomedia is in net distribution, it is ensured that Biomedia layer fully filters Rainwater;
Plant species is in Biomedia layer, the material such as nitrogen, phosphorus in can drinking up the rain;Root system of plant can be with heavy metal Intercepted and adsorbed Deng pollutant, while the microorganism around root system of plant can also degrade to organic pollution.
The present invention also provides a kind of road rain water processing system, and the system includes the Storm-water sewer on town road, with One or more rainwater branch pipe of Storm-water sewer connection, in one or more inlets for stom water of rainwater branch pipe end connection, its feature It is, Integral rain processing unit as described above is set near the inlet for stom water or its.
When Integral rain processing unit is arranged near the inlet for stom water, it can connect with one or more inlets for stom water It is logical, such as connected with 1-10,2-5 or 2-3 inlets for stom water.
Further, the Integral rain processing unit is designed to different big according to the rainfall situation of each inlet for stom water Small and specification.
Beneficial effect
1) Integral rain processing unit of the invention can effectively reduce pollutant to nature to the high treating effect of rainwater The pollution of water body.Driven in processing procedure without exterior power, and do not influence normal flood passage.The water handled can ooze on the spot Thoroughly, underground water is covered.
2) Integral rain processing unit well body of the invention and cover plate can it is prefabricated after on-site consolidation, complete equipment can be in work Factory installs and tested in advance, and quality control is good, can reduce the field erected time, and installation effectiveness is high.
3) segmentation rain processing system of the invention is set simple, can be handled entering the rainwater in rainwater branch pipe, High treating effect, avoid pollution of the pollutant to natural water such as particulate matter, suspension, floating object, nitrogen, phosphorus.In addition, It can also be beautified the environment while handling rainwater.
Brief description of the drawings
Fig. 1 is the structural representation of the Integral rain processing unit of the embodiment of the present invention 1;
Fig. 2 is a kind of structural representation of road rain water processing system of the embodiment of the present invention 3;
Each reference implication is as follows:Well body 1, cover plate 2, overflow wall 3, decanting zone A, filtering-infiltration area B, flase floor 4, Drainage bucket 5, baffle plate 6, permeable geotextiles 7, metalling 8, Biomedia layer 9, plant 10, tree pond cover plate 11, overflow pipe 12, perforation Drainpipe 13, overfall 14, riprap 16, town road R, Storm-water sewer C, rainwater branch pipe D, inlet for stom water 17, integrated rain Water treatment facilities 18.
Embodiment
Further detailed description is done to technical scheme below in conjunction with specific embodiment.It should be appreciated that following implementation Example is merely illustrative the ground description and interpretation present invention, and is not necessarily to be construed as limiting the scope of the invention.It is all to be based on this In the range of the technology that invention the above is realized is encompassed by it is contemplated that protecting.
Embodiment 1
The structure of Integral rain processing unit is as shown in figure 1, wherein described device includes well body 1 and position in the present embodiment Cover plate 2 above well body.Decanting zone A and filtering-infiltration area B, the overflow wall are divided into by overflow wall 3 inside the well body 3 are set from bottom to top from well body bottom, and are terminated in the position of cover plate 2 at the top of the well body so that decanting zone A and filter-ooze Connected entrance is left between saturating area B.In the decanting zone A baffle plate extended downwardly is also set up on the cover plate 2 of the connected entrance 6.The lowermost end of the baffle plate 6 is less than the wall top of overflow wall 3.Water inlet is provided with cover plate 2 above the decanting zone A, is entered Flase floor 4 is provided with the mouth of a river, carries the rain at initial stage of the pollutants such as particulate matter, suspension, floating object, nitrogen, phosphorus, oil and grease Water enters decanting zone A through flase floor 4.Drainage bucket 5 is arranged on the lower section of flase floor 4.The drainage bucket 5 is network structure, is used The pollutant such as larger rubbish, leaf in the early-stage rainwater that interception flows into from flase floor 4.
The filtering-infiltration area B bottom is covered with permeable geotextiles 7, metalling 8 and Biomedia layer successively from top to bottom 9.Kind has plant 10 on the Biomedia.
Dismountable tree pond cover plate 11 is provided with cover plate 2 above the filtering-infiltration area B.
In the filtering-infiltration area B side wall of well body 1 overflow pipe 12, the overflow pipe 12 are additionally provided with cover plate 2 Ttom of pipe flushed with the top of overflow wall 3.
Between decanting zone A and filtering-infiltration area B, provided with " L " the type perforated drain pipe 13 through overflow wall 3, perforation row Water pipe 13 is through overflow wall 3 and stretches into Biomedia, and part of the perforated drain pipe 13 in Biomedia is in netted point Cloth, ensure that Biomedia fully filters rainwater.
Further, overfall 14 is also set up at flase floor 4 on the drainage bucket 5.When the pollution that drainage bucket intercepts Thing is excessive, makes treatment hole drainage rate relatively slow and when water level reaches overfall 14, and the rainwater in drainage bucket 5 can be directly through overfall 14 outflows, into decanting zone A.
Further, the top of Biomedia layer 9 is provided with riprap 16 close to the side of overflow wall 3.The erosion control Stone riprap 16 can be used for reducing the flow velocity for flowing through the rainwater come from overflow wall 3, avoid rainwater from carrying out erosion to Biomedia layer 9.
Further, Biomedia is selected from litter compost, float stone, peat soil, perlite, zeolite, haydite, biological activated carbon Or the one or more in sand.
Well body 1 and cover plate 2 in the present embodiment can be prefabricated, and complete equipment can install and tested in factory, reduce Field erected time, installation effectiveness are high.
Embodiment 2
A kind of method for being handled using Integral rain processing unit in embodiment 1 rainwater is:
During rainfall, the early-stage rainwater warp of the pollutants such as particulate matter, suspension, floating object, nitrogen, phosphorus, oil and grease is carried Flase floor 4 enters well body, and drainage bucket 5 can intercept the pollutants such as rubbish bigger in early-stage rainwater, leaf.
Under gravity, some big particulate matters can then be deposited in the decanting zone A of well body.With water level in the A of decanting zone Rising, a small amount of rainwater is entered in Biomedia layer 9 by perforated drain pipe 13, after the processing of Biomedia layer 9, into rubble Layer 8, then directly penetrate into underground by permeable geotextiles 7.
With the increase of rainfall, when water level rises to the position at the top of overflow wall 3, rainwater then can be from overflow wall 3 The connected entrance overflow of side enters filtering-infiltration area B, and underground is penetrated into after the processing of Biomedia layer 9.The bottom of baffle plate 6 is low In the wall top of overflow wall 3, floating object, oil and grease can be then intercepted by baffle plate 6 in decanting zone A, rainwater from the flowing underneath of baffle plate 6, Ensure that floating object, oil and grease will not enter filtering-infiltration area B.
When rainfall is more than the maximum processing capability of Biomedia layer 9, filtering-infiltration area B water level may proceed to rise, When water level rises to the ttom of pipe of overflow pipe 12, the direct overflow of rainwater is drained, and ensures the normal operation of system.When rainfall terminates, Decanting zone A most of rainwater may proceed to enter in Biomedia layer 9 by perforated drain pipe 13 penetrates into underground after processing, Ensure that the pollutant that drainage bucket 5 is collected will not be immersed in water, while the particulate matter for being deposited in shaft bottom will not block perforation draining Pipe.
10 kinds of plant is in Biomedia layer 9, the material such as nitrogen, phosphorus in can drinking up the rain.Root system of plant can be with counterweight The pollutants such as metal are intercepted and adsorbed, while the microorganism around root system of plant can also drop to organic pollution Solution.
Embodiment 3
A kind of structure of road rain water processing system is as shown in Fig. 2 the system is included in town road R in the present embodiment Between the Storm-water sewer C that be arranged in parallel, a plurality of rainwater branch pipe D extended to town road R is set on Storm-water sewer C both sides, Rainwater branch pipe C-terminal is inlet for stom water 17, the Integral rain processing unit 18 in the inlet for stom water 17 sets embodiment 1.
Further, the Integral rain processing unit 18 is designed to difference according to the rainfall situation of each inlet for stom water 17 Size and specification.
More than, embodiments of the present invention are illustrated.But the present invention is not limited to above-mentioned embodiment.It is all Within the spirit and principles in the present invention, any modification, equivalent substitution and improvements done etc., it should be included in the guarantor of the present invention Within the scope of shield.

Claims (10)

  1. A kind of 1. Integral rain processing unit, it is characterised in that described device includes well body and the cover plate above well body, The well body bottom sets overflow wall from bottom to top, is divided into decanting zone and filtering-infiltration area by the overflow wall inside well body;
    Water inlet is provided with cover plate above the decanting zone;
    The bottom of the filtering-infiltration area is covered with filtration and infiltration medium;
    The well body side wall upper part of the filtering-infiltration area is provided with overflow pipe;
    Between decanting zone and filtering-infiltration area, provided with the perforated drain pipe through overflow wall, perforated drain pipe passes through overflow wall And stretch into filtration and infiltration medium.
  2. 2. a kind of Integral rain processing unit as claimed in claim 1, it is characterised in that close in the decanting zone The baffle plate extended downwardly is also set up on the cover plate of overflow wall, the lowermost end of the baffle plate is not higher than the top of overflow wall;
    Preferably, the baffle plate is extended to below overflow wall top.
  3. 3. a kind of Integral rain processing unit as claimed in claim 1 or 2, it is characterised in that set in the water inlet Flase floor;
    Preferably, filter is also set up below the flase floor;
    Preferably, the filter is drainage bucket or drainage bag;
    Preferably, the drainage bucket or drainage bag are network structure;
    Preferably, overfall is also set up at flase floor on the drainage bucket;
    Preferably, the drainage bucket or drainage bag are located at the left side of the baffle plate.
  4. A kind of 4. Integral rain processing unit as described in claim any one of 1-3, it is characterised in that the filtration and infiltration Medium is permeable geotextiles, porous medium layer and the Biomedia layer laid successively from top to bottom;It is preferred that planted on Biomedia There is plant;Preferred plant is tree;It is preferred that dismountable tree pond cover plate is provided with the cover plate above the filtering-infiltration area;
    Preferably, according to kind, the size of plant in Biomedia layer is configured the tree pond cover plate.
  5. 5. a kind of Integral rain processing unit as described in claim any one of 1-4, it is characterised in that the overflow pipe is set Put under well body top side wall i.e. cover plate;
    Preferably, the overflow pipe ttom of pipe is higher than the top of the overflow wall.
  6. A kind of 6. Integral rain processing unit as described in claim any one of 1-5, it is characterised in that the Biomedia Layer top is provided with riprap close to the side of overflow wall.
  7. A kind of 7. Integral rain processing unit as described in claim any one of 1-6, it is characterised in that the Biomedia One or more in litter compost, float stone, peat soil, perlite, zeolite, haydite, biological activated carbon or sand;
    Preferably, the porous medium layer is selected from gravel layer, metalling or its mixed layer;
    Preferably, the species or thickness of setting Biomedia layer and porous medium layer can be needed according to the processing of rainwater.
  8. A kind of 8. Integral rain processing unit as described in claim any one of 1-7, it is characterised in that the perforation draining Manage as " L " type, its vertical section is in decanting zone, and horizontal segment is in filtration and infiltration medium;
    Preferably, the horizontal segment is in Biomedia;
    Preferably, part of the horizontal segment in Biomedia is in net distribution.
  9. 9. a kind of road rain water processing system, it is characterised in that the system includes the Storm-water sewer on town road, with rainwater Main connection one or more rainwater branch pipe, rainwater branch pipe end connection one or more inlets for stom water, in the rainwater Mouth or setting Integral rain processing unit as described in claim any one of 1-8 near it.
  10. 10. a kind of road rain water processing system as claimed in claim 9, it is characterised in that when Integral rain processing unit When being arranged near the inlet for stom water, it can be connected with one or more inlets for stom water, such as individual with 1-10,2-5 or 2-3 Inlet for stom water connects;
    Preferably, the Integral rain processing unit is designed to different sizes and rule according to the rainfall situation of each inlet for stom water Lattice.
CN201710939309.0A 2017-09-30 2017-09-30 A kind of Integral rain processing unit Pending CN107572726A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201710939309.0A CN107572726A (en) 2017-09-30 2017-09-30 A kind of Integral rain processing unit
PCT/CN2017/116928 WO2019061869A1 (en) 2017-09-30 2017-12-18 Integrated rainwater treatment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710939309.0A CN107572726A (en) 2017-09-30 2017-09-30 A kind of Integral rain processing unit

Publications (1)

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CN107572726A true CN107572726A (en) 2018-01-12

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CN (1) CN107572726A (en)
WO (1) WO2019061869A1 (en)

Cited By (3)

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Publication number Priority date Publication date Assignee Title
CN108571050A (en) * 2018-04-19 2018-09-25 中冶华天南京工程技术有限公司 Underground type road rain water runoff collection processing system implementing
CN109235182A (en) * 2018-09-28 2019-01-18 浙江广安建设有限公司 A kind of sponge-type road pavement structure
CN110422968A (en) * 2019-08-28 2019-11-08 星景生态环保科技(苏州)有限公司 A kind of channel flow rainwater pollution processing structure

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CN205637039U (en) * 2016-05-04 2016-10-12 亿利生态修复股份有限公司 Rainwater garden and rainwater regulation system

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CN108571050A (en) * 2018-04-19 2018-09-25 中冶华天南京工程技术有限公司 Underground type road rain water runoff collection processing system implementing
CN109235182A (en) * 2018-09-28 2019-01-18 浙江广安建设有限公司 A kind of sponge-type road pavement structure
CN110422968A (en) * 2019-08-28 2019-11-08 星景生态环保科技(苏州)有限公司 A kind of channel flow rainwater pollution processing structure

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Application publication date: 20180112