CN205061700U - Processing system seeps water in ecological underground - Google Patents
Processing system seeps water in ecological underground Download PDFInfo
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- CN205061700U CN205061700U CN201520773541.8U CN201520773541U CN205061700U CN 205061700 U CN205061700 U CN 205061700U CN 201520773541 U CN201520773541 U CN 201520773541U CN 205061700 U CN205061700 U CN 205061700U
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Abstract
The utility model provides a processing system seeps water in ecological underground, includes deep underground layer, purifies slot and vegetable layer, purify the slot and set in deep underground layer, lay the vegetable layer in the top that purifies the slot, it has laid the permeable bed to purify between slot and the vegetable layer, all be provided with the barrier layer on the connection face between the purification slot and the both sides face of purification slot and the contact of deep underground layer, connect to separate between face and the permeable bed and have the flowing space layer in vain, the bottom that purifies the slot is the opening setting, and aquitard is laid to the bottom, be filled with to purify in the purification slot and pack. The utility model provides a pair of processing system seeps water in ecological underground can the effectual contaminated water of collecting in the soil horizon to directly discharging the infiltration with the contaminated water drainage under the earth's surface to purifying the ditch inslot, purify will purify waste water after accomplishing, keeping each item performance of surface water, have multiple ecological environmental protection superiority, the while does not influence subaerial view yet.
Description
Technical field
The utility model relates to ecological, environmental protective technical field, is specifically related to a kind of ecological seepage in underground treatment system.
Background technology
Due to development of modern industry, living needs, industrial gas emission causes air acidity increase and cause acid rain, under acid rain directly extend into earth's surface, soil, and the acid-basicity of meeting damage to land, thus cause surface environment to destroy.And the direct discharge of sanitary sewage, its lower infiltration also can destroy ground surface environment.And uneven with the destructive lower infiltration of the pollution direction that flows under the surface due to these, pollute destruction dynamics strong.The pollution condition seeped water under the uncontrollable earth's surface of people, follow-uply will produce numerous pollution incident.
Utility model content
For there being the defect of technology on overcoming, the purpose of this utility model is intended to propose a kind of ecological seepage in underground treatment system that can focus on lower infiltration.
For achieving the above object, the utility model adopts following technical scheme:
A kind of ecological seepage in underground treatment system, is characterized in that: comprise deeper subsurface pedosphere, purification groove and vegetable layer; Described purification groove is embedded in deeper subsurface pedosphere, above purification groove, lay vegetable layer; Pervious bed is equipped with between described purification groove and vegetable layer; The two sides that joint face between described purification groove and purification groove contact with deeper subsurface pedosphere are provided with impervious barrier; Fluid-space layer is had at the interval of described joint face and pervious bed in vain; The bottom of described purification groove is that opening is arranged, and aquitard is laid in bottom; Purification filler is filled with in described purification groove.
Explanation and the further scheme of such scheme are as follows:
1., in such scheme, the thickness >=20cm of described vegetable layer, is preferably 20-30cm.
2., in such scheme, described pervious bed is that sand gravel and cobble is laid, and porosity is 15-20%; Described aquitard is that thin cobble is laid, and granularity is at 20-60mm, and porosity is 10-15%.
3., in such scheme, the height of described fluid-space layer, at 50-100mm, is preferably 75mm.
4. in such scheme, the wide of described purification groove is 0.9-1.0m, and height is 0.8-1.0m, sectional area >=0.7 ㎡, and the spacing between two purification irrigation canals and ditches is more than or equal to 1.0m
5., in such scheme, described impervious barrier is that plastics film is formed.
Because technique scheme is used, the utility model compared with prior art has following advantages:
The ecological seepage in underground treatment system of the one that the utility model provides, effectively can collect the polluted water in pedosphere, and polluted water is drained in purification groove, after having purified, purified water is run under putting down and being seeped into earth's surface, maintain the properties of surface water, there is multiple ecological, environmental protective superiority, also do not affect ground view simultaneously.
Accompanying drawing explanation
Fig. 1 is schematic cross-section of the present utility model.
In above accompanying drawing: 1, deeper subsurface pedosphere; 2, groove is purified; 3, vegetable layer; 4, pervious bed; 5, joint face; 6, impervious barrier; 7, flow every dead level; 8, aquitard; 9, filler is purified.
Embodiment
Below in conjunction with drawings and Examples, the utility model is further described:
Embodiment: shown in Figure 1:
A kind of ecological seepage in underground treatment system, comprises deeper subsurface pedosphere 1, purification groove 2 and vegetable layer 3; Purification groove 2 is embedded in deeper subsurface pedosphere 1, and purification the wide of groove 2 is 0.9-1.0m, and height is 0.8-1.0m, sectional area >=0.7 ㎡, and the spacing between two purification grooves 2 is more than or equal to 1.0m; Above purification groove 2, lay vegetable layer 3, the thickness >=20cm of vegetable layer 3, be preferably 20-30cm; Be equipped with pervious bed 4 between purification groove 2 and vegetable layer 3, described pervious bed 4 is sand gravel and cobble laying, and porosity is 15-20%; The two sides that joint face 5 between purification groove 2 and purification groove 2 contact with deeper subsurface pedosphere 1 are provided with impervious barrier 6, and impervious barrier 6 is plastics film formation; Fluid-space layer 7 is had at the interval of joint face 5 and pervious bed 4 in vain, and the height of fluid-space layer 7, at 50-100mm, is preferably 75mm; The bottom of purification groove 2 is that opening is arranged, and aquitard 8 is laid in bottom, and aquitard 8 is that thin cobble is laid, and granularity is at 20-60mm, and porosity is 10-15%; Purification filler 9 is filled with in purification groove 2.
The acid rain causing degree different in industrial gas emission to air falls into ground, or sanitary wastewater is discharged in green soil in violation of rules and regulations, these polluted water through vegetable layer 3, under be seeped in deep soil layer 1.Through pervious bed 4, be directed in fluid-space layer 7 in purification groove 2.Purification filler 9 in purification groove 2 is by the organic pollutant in polluted water and all types of pollutant purification thereof.The aquitard 8 of purifying waste water bottom by purification groove 2 after purification is slowly seeped into down in deeper subsurface pedosphere 1.
In whole process, polluted water just can must be infiltrated in runner deep soil by the purification of purification groove, has stopped polluted water and has directly contacted with deep soil, caused excessive soil.And the joint face in the middle of two purification grooves have also been made Anti-seeping technology, has stopped the possibility of polluted water contact deep soil further.
After so deep purifying process having been done to polluted water, then after being drained into underground, just can maintain the properties balance and stability of underground water.
Above-described embodiment, only for technical conceive of the present utility model and feature are described, its object is to person skilled in the art can be understood content of the present utility model and implement according to this, can not limit protection domain of the present utility model with this.All equivalences done according to the utility model change or modify, and all should be encompassed within protection domain of the present utility model.
Claims (6)
1. an ecological seepage in underground treatment system, is characterized in that: comprise deeper subsurface pedosphere (1), purification groove (2) and vegetable layer (3); Described purification groove (2) is embedded in deeper subsurface pedosphere (1), lays vegetable layer (3) in the top of purification groove (2); Pervious bed (4) is equipped with between described purification groove (2) and vegetable layer (3); Joint face (5) between described purification groove (2) and purification groove (2) to contact (1) two sides with deeper subsurface pedosphere are provided with impervious barrier (6); Fluid-space layer (7) is had at the interval of described joint face (5) and pervious bed (4) in vain; The bottom of described purification groove (2) is that opening is arranged, and aquitard (8) is laid in bottom; Purification filler (9) is filled with in described purification groove (2).
2. the ecological seepage in underground treatment system of one according to claim 1, is characterized in that: the thickness >=20cm of described vegetable layer (3).
3. the ecological seepage in underground treatment system of one according to claim 1, is characterized in that: described pervious bed (4) is sand gravel and cobble laying, and porosity is 15-20%; Described aquitard (8) is laid for thin cobble, and granularity is at 20-60mm, and porosity is 10-15%.
4. the ecological seepage in underground treatment system of one according to claim 1, is characterized in that: the height of described fluid-space layer (7) is at 50-100mm.
5. the ecological seepage in underground treatment system of one according to claim 1, it is characterized in that: the wide of described purification groove (2) is 0.9-1.0m, height is 0.8-1.0m, sectional area >=0.7 ㎡, and the spacing between two purifications groove (2) is more than or equal to 1.0m.
6. the ecological seepage in underground treatment system of one according to claim 1, is characterized in that: described impervious barrier (6) is plastics film formation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520773541.8U CN205061700U (en) | 2015-10-08 | 2015-10-08 | Processing system seeps water in ecological underground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520773541.8U CN205061700U (en) | 2015-10-08 | 2015-10-08 | Processing system seeps water in ecological underground |
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| Publication Number | Publication Date |
|---|---|
| CN205061700U true CN205061700U (en) | 2016-03-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520773541.8U Active CN205061700U (en) | 2015-10-08 | 2015-10-08 | Processing system seeps water in ecological underground |
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| CN (1) | CN205061700U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111197340A (en) * | 2020-03-12 | 2020-05-26 | 河南省海绵城市建设有限公司 | Artificial underground pore aquifer structure |
-
2015
- 2015-10-08 CN CN201520773541.8U patent/CN205061700U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111197340A (en) * | 2020-03-12 | 2020-05-26 | 河南省海绵城市建设有限公司 | Artificial underground pore aquifer structure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 215600 7 floor, block A, 18 Yangzi Road, Jiangsu, Suzhou, Zhangjiagang. Patentee after: Jiangsu Australian eco garden Limited by Share Ltd Address before: 215600 room 1200, Australia Yang International Building, Zhangjiagang Economic Development Zone, Suzhou, Jiangsu Patentee before: JIANGSU AOYANG GARDEN SCIENCE & TECHNOLOGY DEVELOPMENT CO., LTD. |