CN204325088U - A kind of system of water purifying pollution of area source - Google Patents
A kind of system of water purifying pollution of area source Download PDFInfo
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- CN204325088U CN204325088U CN201420766774.0U CN201420766774U CN204325088U CN 204325088 U CN204325088 U CN 204325088U CN 201420766774 U CN201420766774 U CN 201420766774U CN 204325088 U CN204325088 U CN 204325088U
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Abstract
The utility model relates to a kind of system of water purifying pollution of area source, and described system comprises along road surface to primary purifying unit, slow filter unit, deep purifying unit and the biologic purification units that the first direction in waters sets gradually.The utility model has incorporated Road Landscape Design theory, define the pavement runoff ecological treatment system being applicable to varying environment, regional condition, make the utility model effectively can remove pollutent in runoff in source, and farthest reduce and reduce the impact of road exploitation for around ecotope, thus while the pollutent effectively controlling to bring on rain drop erosion road surface pollutes receiving water body, road improvement landscape effect.The utility model is applicable to lake, river Ides On Prevention And Control of Regional Pollution, particularly city and outskirts of a town water body runoff pollution treatment.
Description
Technical field
The utility model relates to a kind of ecotope field, particularly relates to a kind of system of water purifying pollution of area source, is especially applicable to lake, the river Ides On Prevention And Control of Regional Pollution that city inside road rainfall runoff causes.
Background technology
In traditional road drainage mode, pavement runoff directly enters sewerage system or receiving water body by Urban Rainwater Pipe Networks.But, when precipitation forms pavement runoff, drop on the particulate in the vehicle exhaust on road surface, the objectionable impurities that the wearer etc. on the water clock of vehicle fuel on road surface, tire and road surface produces can be carried by rainwater and be entered in the periphery physical environment such as water body or farmland, causes environmental quality to decline.
Multinomial result of study shows, containing multiple pollutants such as SS, COD, heavy metal, P, N, nutrition, muriate, grease, agricultural chemicals and polycyclic aromatic hydrocarbonss in pavement runoff, particularly at the rainfall initial stage, enter water body because rainwater on road surface runoff carries a large amount of pollutents, thus become the main source of waters pollution of area source in city.
Utility model content
The purpose of this utility model carries a large amount of pollutent for pavement runoff to enter water body, become the problem of the main source of waters pollution of area source in city, propose a kind of system of water purifying pollution of area source, wash away with effective purifying rainwater the pollutent brought on road surface and receiving water body is polluted.
For achieving the above object, the utility model provides a kind of system of water purifying pollution of area source, described system comprises along road surface to the primary purifying unit that the first direction in waters sets gradually, slow filter unit, deep purifying unit and biologic purification units, wherein, described primary purifying unit is cobble structural sheet, described slow filter unit is the gentle slope groove structure vertical with described first direction, the gabion assembly that described deep purifying unit comprises the netted gabion framework of grid and is arranged in described gabion framework, the first zeolite slag structural sheet is provided with in vertical direction from top to bottom successively in described gabion assembly, middle layer, second zeolite slag structural sheet, described middle layer is being provided with Slag Layer successively along on described first direction, fine sand Filtration Adsorption layer and zeolite layer, described biologic purification units is waterplant, the ecologic structure layer that zooplankton and microorganism are formed.
Preferably, described cobble structural sheet by diameter be 2 ~ 10cm, pavement thickness is that the cobble of 10 ~ 25cm is laid and formed, and the gradient of described cobble structural sheet is 10 ~ 30 °.
Preferably, the degree of depth of described gentle slope groove structure is 20 ~ 70cm, and width is 30 ~ 100cm.
Preferably, the bottom of described gentle slope groove structure is equipped with the fine sand layer that thickness is 5 ~ 25cm.
Preferably, described fine sand layer is equipped with the metalling that thickness is 10 ~ 20cm, the stone sizes in described metalling is 1 ~ 3cm.
Preferably, the material of described gabion framework is through antiseptic metallic substance, and described gabion framework is provided with opening.
Preferably, described fine sand Filtration Adsorption layer is the non-woven bag of in-built quartz sand, and the surface of described non-woven bag is the pleated structure sewed up.
Preferably, described first zeolite slag structural sheet and described second zeolite slag structural sheet are that the zeolite of 1:1 forms with slag mixing laying by volume ratio.
Preferably, the gabion that in described vertical direction, top-down first zeolite slag structural sheet, the second zeolite slag structural sheet and described middle layer are being worked out along the Slag Layer on described first direction, zeolite layer by wire is coated respectively.
Based on technique scheme, the utility model has the advantages that:
The utility model advantage is to carry out purifying to polluted water body segmentation, layering and to adsorb.Wherein, gabion layered structure in deep purifying unit, can ensure and all in level and vertical direction can carry out adsorbing to water body and filter, avoid current can only accept purification in one direction, improve the decontamination effect improving to polluted water body, and layered structure plays the effect preventing current scour.The utility model effectively can remove the pollutent such as particulate matter, grease, heavy metal, radioactive substance, COD, N, P in runoff rainwater, also has that structure is simple simultaneously, successful, popularization be easy to feature.
Meanwhile, the utility model has incorporated Road Landscape Design theory, define the pavement runoff ecological treatment system being applicable to varying environment, regional condition, make the utility model effectively can remove pollutent in runoff in source, and farthest reduce and reduce the impact of road exploitation for around ecotope, thus while the pollutent effectively controlling to bring on rain drop erosion road surface pollutes receiving water body, road improvement landscape effect.The utility model is applicable to lake, river Ides On Prevention And Control of Regional Pollution, particularly city and outskirts of a town water body runoff pollution treatment.
Accompanying drawing explanation
Accompanying drawing described herein is used to provide further understanding of the present utility model, and form a application's part, schematic description and description of the present utility model, for explaining the utility model, is not formed improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 is the System planes schematic diagram of water purifying pollution of area source;
Fig. 2 is the system diagrammatic cross-section of water purifying pollution of area source;
Fig. 3 is gabion unit construction schematic diagram;
Fig. 4 is gabion unit construction diagrammatic cross-section;
Fig. 5 is gabion framework upper shed schematic diagram;
Wherein, 1 ~ primary purifying unit; 2 ~ slow filter unit; 3 ~ deep purifying unit; 4 ~ biologic purification units; 5 ~ gabion framework; 6 ~ the first zeolite slag structural sheets; 7 ~ middle layer; 8 ~ the second zeolite slag structural sheets; 9 ~ Slag Layer; 10 ~ fine sand Filtration Adsorption layer; 11 ~ zeolite layer; 12 ~ non-woven bag; 13 ~ opening; 14 ~ waters; A ~ first direction.
Embodiment
Below by drawings and Examples, the technical solution of the utility model is described in further detail.First direction A described in the utility model is that pavement runoff brings to by receiving the flow direction in waters along road surface, slope, road or Urban Rainwater Pipe Networks water outlet.
The utility model proposes a kind of system of the water purifying pollution of area source be made up of primary purifying unit, slow filter unit, deep purifying unit, biologic purification units.And incorporate Road Landscape Design theory in this system, form the landscape type pavement runoff ecological treatment system being applicable to varying environment, regional condition.As shown in Figure 1 and Figure 2, described system of the present utility model comprises along road surface to primary purifying unit 1, slow filter unit 2, deep purifying unit 3 and the biologic purification units 4 that the first direction A in waters sets gradually.Described Operation system setting is by the amphibious area received between waters 14 and road surface or slope, road or Urban Rainwater Pipe Networks water outlet area.
Described primary purifying unit 1 is cobble structural sheet, and described cobble structural sheet is arranged on pavement runoff and flows into the most initial position in waters 14.Preferably, described cobble structural sheet by diameter be 2 ~ 10cm, pavement thickness is that the cobble of 10 ~ 25cm is laid and formed, and the gradient of described cobble structural sheet is 10 ~ 30 °.Cobble has certain porosity, and suspended solids and other impurity in the filter media surface formed by this cobble structural sheet with certain porosity or filtering layer trap water, to reach the effect of primary purifying to the pavement runoff carrying a large amount of pollutent.Secondly cobble can runoff decrease rainwater flow velocity, reduces the erosion caused by sloping surfaces, in addition cobble good looking appearance, can increase the landscape effect of system described in the utility model.
Described primary purifying unit 1 arranges described slow filter unit 2 along after described first direction A and immediately described primary purifying unit 1.Described slow filter unit 2 is the gentle slope groove structure vertical with described first direction A, and the degree of depth of described gentle slope groove structure is 20 ~ 70cm, and width is 30 ~ 100cm, in other words, namely builds Hui Xi, forms slow filter.The bottom of described gentle slope groove structure is equipped with the fine sand layer that thickness is 5 ~ 25cm, described fine sand layer is equipped with the metalling that thickness is 10 ~ 20cm, stone sizes in described metalling is 1 ~ 3cm, and thickness is 10 ~ 20cm, and described metalling can prevent fine sand to run off because of current scour.Described slow filter unit 2 can slow down pavement runoff flow velocity, thus the time increasing water body deposition, filter; And can also silting and other impurity while slowing down flow velocity, and conveniently regularly carry out desilting.Further, described slow filter unit 2 can also carry out filtering and adsorbs by the pollutent in road pavement runoff, purifies water.
With described slow filter unit 2, deep purifying unit 3 is set at a distance of 10 ~ 30cm place after described slow filter unit 2.The gabion assembly that described deep purifying unit 3 comprises the netted gabion framework 5 of grid and is arranged in described gabion framework 5.The material of described gabion framework 5 is through antiseptic metallic substance, can be one-piece construction to provide support, and as shown in Figure 5, described gabion framework 5 is provided with opening 13, but do not establish hole at end portion, to facilitate the replacing of inner fine sand Filtration Adsorption layer.The inside of described gabion framework 5 is combined by multiple described gabion arrangements of components.
Wherein, described gabion assembly is worked out by wire, inner coated different fillings, as shown in Figure 4, is provided with the first zeolite slag structural sheet 6, middle layer 7, second zeolite slag structural sheet 8 in described gabion assembly in vertical direction from top to bottom successively.Described first zeolite slag structural sheet 6 and described second zeolite slag structural sheet 8 are that the zeolite of 1:1 forms with slag mixing laying by volume ratio.The gabion that described first zeolite slag structural sheet 6 and described second zeolite slag structural sheet 8 are worked out by wire is coated respectively.Adopt that gabion is coated respectively facilitates the assembling of overall gabion assembly and the replacing of different assembly.
Further, as shown in Figure 3, three layers of layout are also at least divided at described first direction A in described middle layer 7, along described first direction A being provided with successively Slag Layer 9, fine sand Filtration Adsorption layer 10 and zeolite layer 11.The gabion that described Slag Layer 9 and zeolite layer 11 are worked out by wire is coated respectively.Adopt that gabion is coated respectively facilitates the assembling of overall gabion assembly and the replacing of different assembly.Described fine sand Filtration Adsorption layer 10 is the non-woven bag 12 of in-built quartz sand, and the surface of described non-woven bag 12 is the pleated structure sewed up.Adopt non-woven bag 12 to have good water-permeable, grease adsorptivity, and there is certain intensity.In addition, non-woven bag adopts plicating suture process, makes the pleated structure on surface add the surface-area of non-woven fabrics.Described fine sand Filtration Adsorption layer 10 entirety can regularly replace, and during replacing, can take out from the opening 13 described gabion framework 5.
Deep purifying unit 3 in the utility model adopts the object of layered structure to be for guarantee all in level and vertical direction can be carried out adsorbing to water body and filter, avoid current and can only accept purification in one direction, effectively improve the decontamination effect improving to polluted water body.Wherein, slag and zeolite primary attachment purify waste water middle N, P, metal ion and radioactive pollutant; Particulate matter in fine sand Filtration Adsorption layer 10 filtration, purification water body absorb oil; Slag, zeolite, quartz sand provide space for microbial growth.Described deep purifying unit 3 one-piece construction integrates absorption, filtration, microbiological treatment, plays deep purifying effect.Meanwhile, described deep purifying unit 3 one-piece construction is stablized, and except deep purifying, possible runoff decrease rainwater flow velocity, reduces soil erosion.
As shown in Figure 2, be close to described deep purifying unit 3 and be provided with biologic purification units 4 after described deep purifying unit 3.Described biologic purification units 4 is the ecologic structure layer that waterplant, zooplankton and microorganism are formed.Waterplant has water body and produces oxygen, nitrogen cycle, absorption settling, suppresses planktonic algae breeding, alleviates body eutrophication, improves the critical functions such as water body self-purification ability, can also provide habitat and food source for hydrocoles, microorganism simultaneously.Zooplankton can the outburst such as effectively anti-water-stop body indigo plant, green alga, wawter bloom.By the combination of waterplant, zooplankton, microorganism, biopurification is carried out to water body, on the basis of can adsorb at deep purifying unit 3, filtering, a large amount of pollutents that more effective control pavement runoff carries, to by receiving the pollution in waters 14, form self purification of water body circulation.Further, by collocation planting aquatic plants, road landscape effect can also be promoted.
The system of water purifying pollution of area source of the present utility model achieves the pollutent effectively removed in source in pavement runoff, farthest reduce and reduce the impact of road exploitation for around ecotope, thus while the pollutent effectively controlling to bring on rain drop erosion road surface pollutes receiving water body, can also road improvement landscape effect.
The utility model can adopt the system of the water purifying pollution of area source described in following steps structure:
A, on-the-spot preparation; Comprise site clearing, domatic and soil property reaches the requirement of civil Engineering Design specification, and preliminary configuration material;
B, with the gradient be 10 ~ 30 °, thickness for cobble structural sheet described in 10 ~ 25cm, form described primary purifying unit 1;
C, excavate described gentle slope groove structure, bottom rolls plain, and the fine sand that paves reaches thickness requirement, smooth fine sand, and pave rubble reach thickness requirement, smooth rubble, to form described slow filter unit 2;
D, assemble described deep purifying unit 3; Comprise assembling gabion assembly and filling slag and zeolite and the two mix interstitital texture layer, filled stone sand in non-woven bag 12 also tightens sack formation fine sand Filtration Adsorption layer 10, and described gabion assembly, fine sand Filtration Adsorption layer 10 are filled into successively in gabion framework 5, and close described opening 13;
E, select that plant carries out planting, maintenance, form described biologic purification units 4.
The method of water purifying pollution of area source of the present utility model can be carried out purifying to polluted water body segmentation, layering and adsorb.Wherein, gabion layered structure in deep purifying unit, can ensure and all in level and vertical direction can carry out adsorbing to water body and filter, avoid current can only accept purification in one direction, improve the decontamination effect improving to polluted water body, and layered structure plays the effect preventing current scour.The utility model effectively can remove the pollutent such as particulate matter, grease, heavy metal, radioactive substance, COD, N, P in runoff rainwater, also has that structure is simple simultaneously, successful, popularization be easy to feature.
Finally should be noted that: above embodiment is only in order to illustrate that the technical solution of the utility model is not intended to limit; Although be described in detail the utility model with reference to preferred embodiment, those of ordinary skill in the field have been to be understood that: still can modify to embodiment of the present utility model or carry out equivalent replacement to portion of techniques feature; And not departing from the spirit of technical solutions of the utility model, it all should be encompassed in the middle of the technical scheme scope of the utility model request protection.
Claims (9)
1. the system of a water purifying pollution of area source, it is characterized in that: described system comprises along road surface to the primary purifying unit (1) that the first direction (A) in waters sets gradually, slow filter unit (2), deep purifying unit (3) and biologic purification units (4), wherein, described primary purifying unit (1) is cobble structural sheet, described slow filter unit (2) is the gentle slope groove structure vertical with described first direction (A), the gabion assembly that described deep purifying unit (3) comprises the netted gabion framework (5) of grid and is arranged in described gabion framework (5), the first zeolite slag structural sheet (6) is provided with in vertical direction from top to bottom successively in described gabion assembly, middle layer (7), second zeolite slag structural sheet (8), described middle layer (7) is being provided with Slag Layer (9) successively along on described first direction (A), fine sand Filtration Adsorption layer (10) and zeolite layer (11), described biologic purification units (4) is ecological structural sheet.
2. system according to claim 1, is characterized in that: described cobble structural sheet by diameter be 2 ~ 10cm, pavement thickness is that the cobble of 10 ~ 25cm is laid and formed, and the gradient of described cobble structural sheet is 10 ~ 30 °.
3. system according to claim 1, is characterized in that: the degree of depth of described gentle slope groove structure is 20 ~ 70cm, and width is 30 ~ 100cm.
4. system according to claim 1, is characterized in that: the bottom of described gentle slope groove structure is equipped with the fine sand layer that thickness is 5 ~ 25cm.
5. system according to claim 4, is characterized in that: described fine sand layer is equipped with the metalling that thickness is 10 ~ 20cm, and the stone sizes in described metalling is 1 ~ 3cm.
6. system according to claim 1, is characterized in that: the material of described gabion framework (5) is through antiseptic metallic substance, and described gabion framework (5) is provided with opening (13).
7. system according to claim 1, is characterized in that: the non-woven bag (12) that described fine sand Filtration Adsorption layer (10) is in-built quartz sand, and the surface of described non-woven bag (12) is the pleated structure sewed up.
8. system according to claim 1, is characterized in that: described first zeolite slag structural sheet (6) and described second zeolite slag structural sheet (8) are that the zeolite of 1:1 forms with slag mixing laying by volume ratio.
9. system according to claim 1, it is characterized in that: the gabion that described first zeolite slag structural sheet (6), the second zeolite slag structural sheet (8), Slag Layer (9) and zeolite layer (11) are worked out by wire is coated respectively, and wire is through rotproofing.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420766774.0U CN204325088U (en) | 2014-12-08 | 2014-12-08 | A kind of system of water purifying pollution of area source |
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| CN201420766774.0U CN204325088U (en) | 2014-12-08 | 2014-12-08 | A kind of system of water purifying pollution of area source |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104445824A (en) * | 2014-12-08 | 2015-03-25 | 北京东方园林股份有限公司 | System and method for purifying water area surface source pollution |
| CN110577338A (en) * | 2019-10-12 | 2019-12-17 | 中铁四川生态城投资有限公司 | Natural revetment ecological purification system and purification method thereof |
-
2014
- 2014-12-08 CN CN201420766774.0U patent/CN204325088U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104445824A (en) * | 2014-12-08 | 2015-03-25 | 北京东方园林股份有限公司 | System and method for purifying water area surface source pollution |
| CN104445824B (en) * | 2014-12-08 | 2016-03-09 | 北京东方园林股份有限公司 | A kind of system and method for water purifying pollution of area source |
| CN110577338A (en) * | 2019-10-12 | 2019-12-17 | 中铁四川生态城投资有限公司 | Natural revetment ecological purification system and purification method thereof |
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