CN202990080U - Anti-blocking type rain water leading out pool of refuse landfill - Google Patents
Anti-blocking type rain water leading out pool of refuse landfill Download PDFInfo
- Publication number
- CN202990080U CN202990080U CN2012206821484U CN201220682148U CN202990080U CN 202990080 U CN202990080 U CN 202990080U CN 2012206821484 U CN2012206821484 U CN 2012206821484U CN 201220682148 U CN201220682148 U CN 201220682148U CN 202990080 U CN202990080 U CN 202990080U
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- clear water
- permeable
- area
- refuse landfill
- rain water
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The utility model provides an anti-blocking type rain water leading out pool of a refuse landfill, belongs to the technical field of refuse disposal engineering of environmental engineering, and mainly aims at the problem that rain water is difficult to lead out for the conventional refuse landfill. The technical scheme of the utility model is that the anti-blocking type rain water leading out pool of the refuse landfill comprises a water blocking and filtering area and a drainage area, wherein the water blocking and filtering area comprises a filtering basin, permeable pebbles arranged in the filtering basin, a grid arranged at the upper parts of the permeable pebbles, and a rain water drain pipe with one side embedded at the lower parts of the permeable pebbles; the drainage area comprises a clear water area, a settling area arranged below the clear water area, a sloping plate arranged in the settling area, and a clear water drain pipe with one side mounted in the clear water area; the other side of the rain water drain pipe extends into the clear water area; and a plurality of water penetrating holes are formed in the rain water drain pipe on one side of the permeable pebbles. The anti-blocking type rain water leading out pool has the advantages of concise integral structure, convenience in construction, and easiness in cleaning and maintenance.
Description
Technical field
The utility model relates to a kind of block-resistant type rainwater of refuse landfill derives the pond, belongs to Environmental Engineering refuse treatment engineering technical field.
Background technology
Refuse landfill is the important environmental protection facility that is widely used in various places, and positive role is being brought into play in garbage disposal, but the sewage of itself, Water in Rainwater Drainage go wrong and has a lot of technological difficulties.
For refuse landfill, the dirty shunting of rain separates extremely important with sewage rainwater clean in the field.If the clean rainwater of bottom, reservoir area can be discharged rapidly, avoid its pollution that is subject to rubbish, just can reduce in a large number the output of percolate in landfill yard, alleviate the pressure that landfill yard is disposed of sewage.But, there are a large amount of foreign material due in the refuse landfill reservoir area, disturb unavoidably the rainwater-collecting work of bottom, reservoir area, therefore, how to prevent that the blockage problem when rainwater is derived from just seeming extremely important.
Summary of the invention
The utility model is derived hard problem mainly for existing refuse landfill rainwater, provides a kind of refuse landfill block-resistant type rainwater of easy derivation refuse landfill rainwater to derive the pond.
The technical scheme that the utility model is taked for achieving the above object is:
A kind of refuse landfill block-resistant type rainwater is derived the pond, filtering area and catchment form by blocking water, wherein: the described filtering area that blocks water by filtering ponds, be located at permeable cobble in filtering ponds, be located at the storm drain that the graticule mesh on permeable cobble top and a side be embedded in permeable cobble bottom and form, described catchment by clear water zone, be located at the clear water zone below the settling zone, be located at the clear water discharge pipe that swash plate, a side in the settling zone be arranged in clear water zone and form; The opposite side of described storm drain extends in clear water zone, and storm drain is positioned on a side of permeable cobble and offers some permeable holes.
Wherein all be provided with impervious barrier in the bottom of filtering ponds and settling zone.
Be provided with one deck antiseepage wrap film in the contact site of described clear water discharge pipe and clear water zone.
The present invention adopts technique scheme, and 1. whole rainwater is derived the pond and is divided into block water filtering area and two of catchments district, guaranteed bottom the reservoir area foreign material, the body refuse in the rainwater that confluxes can be stopped as much as possible.At the filtering area that blocks water, be mainly that the foreign material of large particle diameter are stopped; In the catchment, be mainly that the body refuse class foreign material of small particle diameter are stopped, and unitary construction is succinct, easy construction is easy to cleaning, is easy to safeguard; 2. the utility model adopts the inverted trapezoidal section to construct the pond body, and pool wall that need not be vertical, and the natural soils at the bottom of so just can utilizing excavate to construct the pond body, an impervious barrier HDPE film at the bottom of adding, an antiseepage requirement at the bottom of can satisfying avoids using Reinforced Concrete Structure, reduces cost; 3. at the filtering area that blocks water, adopting the permeable cobble of geotechnological graticule mesh parcel as filtering material, make the platform that blocks water play simultaneously the effect of filtering, is a kind of novel stage body structure.Be common cobble due to what adopt, saved construction cost than filtering materials such as adopting plastics; 4. at heavy mud layer position, swash plate is set, plays the effect of accelerating precipitation.
Description of drawings
Fig. 1 is structural representation of the present utility model.
The specific embodiment
Embodiment 1
as shown in Figure 1, a kind of refuse landfill block-resistant type rainwater is derived the pond, filtering area and catchment form by blocking water, wherein: the described filtering area that blocks water is 1000mm by bottom width, the side slope ratio is the filtering ponds 1 of 1:1, be located at the permeable cobble 2 in filtering ponds 1, the particle diameter of permeable cobble 2 is 20~30mm, total filling thickness is 2000~2300mm, be located at the graticule mesh 3 on permeable cobble 2 tops, graticule mesh 3 adopts the biaxial tension Plastics Geogrids, the grid specification is 180mm * 180mm, one side is embedded in storm drain 4 compositions of permeable cobble 2 bottoms, described catchment is the clear water zone 5 of 530-550mm by thickness, the thickness that is located at clear water zone 5 belows is the settling zone 6 of 500-550mm, be located at the swash plate 7 in settling zone 6, swash plate 7 adopts polypropylene PP) material, level interval 150~200mm, 45 °, angle of inclination, the clear water discharge pipe 8 that one side is arranged in clear water zone 5 forms, the tube hub line of clear water discharge pipe 8 is lower than the tube hub line 350mm of storm drain 4, the opposite side of described storm drain 4 extends in clear water zone 5, and storm drain 4 is positioned on a side of permeable cobble 2 and offers some permeable holes 9, storm drain 4 adopts HDPE perforation floral tube, the permeable hole diameter is 15mm, hoop blowing angle 45 degree, vertically perforate spacing 150~200mm, not perforate in the 150mm of floral tube two ends is managed the end apart from the bottom 500mm of filtering area, wherein all be provided with impervious barrier 10 in the bottom of filtering ponds 1 and settling zone 6, contact site at described clear water discharge pipe 8 and clear water zone is provided with one deck antiseepage wrap film 11.
Claims (3)
1. a refuse landfill block-resistant type rainwater is derived the pond, filtering area and catchment form by blocking water, it is characterized in that: the described filtering area that blocks water is by filtering ponds (1), be located at the permeable cobble (2) in filtering ponds (1), being located at the storm drain (4) that the graticule mesh (3) on permeable cobble (2) top and a side be embedded in permeable cobble (2) bottom forms, described catchment is by clear water zone (5), be located at the settling zone (6) of clear water zone (5) below, be located at the swash plate (7) in settling zone (6), the clear water discharge pipe (8) that one side is arranged in clear water zone (5) forms, the opposite side of described storm drain (4) extends in clear water zone (5), and storm drain (4) is positioned on a side of permeable cobble (2) and offers some permeable holes (9).
2. a kind of refuse landfill block-resistant type rainwater according to claim 1 is derived the pond, and it is characterized in that: the bottom in filtering ponds (1) and settling zone (6) all is provided with impervious barrier (10).
3. a kind of refuse landfill block-resistant type rainwater according to claim 1 is derived the pond, it is characterized in that: the contact site at described clear water discharge pipe (8) and clear water zone is provided with one deck antiseepage wrap film (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012206821484U CN202990080U (en) | 2012-12-11 | 2012-12-11 | Anti-blocking type rain water leading out pool of refuse landfill |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012206821484U CN202990080U (en) | 2012-12-11 | 2012-12-11 | Anti-blocking type rain water leading out pool of refuse landfill |
Publications (1)
Publication Number | Publication Date |
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CN202990080U true CN202990080U (en) | 2013-06-12 |
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Family Applications (1)
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CN2012206821484U Expired - Fee Related CN202990080U (en) | 2012-12-11 | 2012-12-11 | Anti-blocking type rain water leading out pool of refuse landfill |
Country Status (1)
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CN (1) | CN202990080U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104831758A (en) * | 2015-05-06 | 2015-08-12 | 河海大学 | Tailing piling and storing system and method for reducing environment pollution |
CN105201024A (en) * | 2015-09-17 | 2015-12-30 | 中国市政工程西北设计研究院有限公司 | HDPE (High-Density PolyEthylene) membrane rain sewage diversion drainage canal for refuse landfill |
-
2012
- 2012-12-11 CN CN2012206821484U patent/CN202990080U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104831758A (en) * | 2015-05-06 | 2015-08-12 | 河海大学 | Tailing piling and storing system and method for reducing environment pollution |
CN105201024A (en) * | 2015-09-17 | 2015-12-30 | 中国市政工程西北设计研究院有限公司 | HDPE (High-Density PolyEthylene) membrane rain sewage diversion drainage canal for refuse landfill |
CN105201024B (en) * | 2015-09-17 | 2017-06-16 | 中国市政工程西北设计研究院有限公司 | Refuse landfill HDPE film rain dirt separation panel water channel |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130612 Termination date: 20201211 |