CN2707745Y - Tower type ecological filter tank - Google Patents
Tower type ecological filter tank Download PDFInfo
- Publication number
- CN2707745Y CN2707745Y CN200420026227.5U CN200420026227U CN2707745Y CN 2707745 Y CN2707745 Y CN 2707745Y CN 200420026227 U CN200420026227 U CN 200420026227U CN 2707745 Y CN2707745 Y CN 2707745Y
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- Prior art keywords
- tower
- layer
- pebbles
- grid
- material layer
- Prior art date
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- 239000000463 material Substances 0.000 claims abstract description 28
- 239000004576 sand Substances 0.000 claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 241000361919 Metaphire sieboldi Species 0.000 claims description 22
- 239000002245 particle Substances 0.000 claims description 12
- 239000002689 soil Substances 0.000 claims description 5
- 238000009423 ventilation Methods 0.000 claims description 5
- 230000009467 reduction Effects 0.000 claims description 4
- 239000003415 peat Substances 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 238000001914 filtration Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 5
- 241001233061 earthworms Species 0.000 abstract 2
- 230000009133 cooperative interaction Effects 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 59
- 238000012545 processing Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 7
- 239000010865 sewage Substances 0.000 description 7
- 230000008569 process Effects 0.000 description 6
- 244000005700 microbiome Species 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 238000000354 decomposition reaction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000035699 permeability Effects 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- BHEPBYXIRTUNPN-UHFFFAOYSA-N hydridophosphorus(.) (triplet) Chemical compound [PH] BHEPBYXIRTUNPN-UHFFFAOYSA-N 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 241000256113 Culicidae Species 0.000 description 1
- 241000255925 Diptera Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000004071 biological effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 230000004151 fermentation Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 238000000053 physical method Methods 0.000 description 1
- 238000011020 pilot scale process Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 244000144977 poultry Species 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- -1 rubble Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010801 sewage sludge Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
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- Treatment Of Biological Wastes In General (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a tower type ecological filter tank which comprises a tower body, a water distributing device, a delivery gate and a grid. The grid holds and supports the tower layer; a filtering material layer of 12 cm-60 cm is arranged on the top of the tower layer; a sand bed is arranged at the bottom of the filtering material layer; a cobble layer is arranged at the bottom of the sand bed; the cobble layer is evenly distributed on the surface of the grid ; the filtering material layer has earthworms. The tower type ecological filter tank of the utility model has simple structure, makes full use of the cooperative interaction of the earthworms and microbe, and evidently raise the removal ratio of TN, TP, NH4 <+>-N, etc., reaching a good treatment effect;the utility model is of much larger universality and is easy of industrialization.
Description
One, technical field
The utility model relates to a kind of tower ecological filter.
Two, background technology
Utilizing the biological filter to handle organic sewage is a kind of sewage water treatment method commonly used.In this course, the biology of water purifies and the physics filtration links together, and promptly sewage is at first handled by microorganism aerobic in the water and anaerobically fermenting, organic matter degradation is wherein transformed, and then the process filtration treatment is to reach the purpose of sewage purification.Because in this treating processes, the degraded of organic substance needs the long period (40~60 days) usually, so treatment unit also just requires sizable volume and area, the also corresponding raising of processing cost accordingly.Simultaneously, because the fermentation decomposition is incomplete, partial organic substances precipitation blocking filter may cause the progressively decline of processing efficiency, and so usually device has just progressively lost its processing capacity after operation for some time.
Earthworm and ecological filter (vermibiofilter) is in recent years at first at a France and a Chilean treatment technology at sanitary sewage that grows up.This technology is to have according to earthworm to improve the soil permeability performance and promote the ecological functions such as decomposition and inversion of organic substance to design.After in biofilter, introducing earthworm, earthworm and microorganism synergy, the multiple function of collection and the whole body in treatment system: the decomposition that (1) participates in sewage sludge absorbs; (2) filter bed is played the cleaning effect, prevent to stop up: the introducing of (3) earthworm changes the structure of microorganism and improves its biological activity; (4) promote C in the filtering layer, the conversion of N; (5) activity of earthworm, the air permeability of increase bed; (6) remove mosquitos and flies and multiply improve sanitary condition; (7) earthworm that breeds in the filter bed can be used as poultry feed.Increase the filtering layer permeability and remove the function that incomplete decomposing organic matter precipitation is stopped up because earthworm has, make that the physical filtering treating processes of water and organic disaggregating treatment process are separately carried out.The time that water stops in the filter tank shortened to from 40~60 days has only several days or several hrs, and organic substance then carries out solid-state aerobic and anaerobically fermenting and decomposes (earthworm plays very positive effect in this course equally) on the top layer in filter tank.Because the separation of these two processes greatly reduces the needed volume of treater and handles the needed time, thereby greatly improved the processing efficiency in filter tank, has reduced cost.Utilize the earthworm biofilter to handle the result of city domestic sewage according to biological physics laboratory of Chile Santiago university and the ecological laboratory of French Inst Nac de Ciencias Agricolas soil animal, its processing efficiency has improved more than ten times than conventional biofilter.Promptly calculate by producing 100 liters of sanitary sewages for each person every day, the earthworm biofiltration is handled only needs 0.1m
2Processing area, conventional biofiltration processing and oxidation pond are handled then needs 1m
2And 10m
2Processing area.
The Yang Jian of Tongji University etc. has carried out the pilot scale research of earthworm and ecological filter processing town sewage, its testing apparatus from top to bottom is water distributor, filter bed layer, supporting layer and drained zone, supporting layer wherein from down and on generally be boulder, small stone, rubble, sand is connected with the filter bed layer by certain size grading.
Three, summary of the invention
1. goal of the invention: the purpose of this invention is to provide a kind of ecological filter that is used for wastewater treatment, specifically, is tower ecological filter.By having made full use of the synergy of earthworm and microorganism, make and handle waste water high-efficiency that biological carbon and phosphorous removal is had good effect, have bigger universality.
2. technical scheme: the technical solution of the utility model is as follows:
Comprise tower body, water distributor, water outlet, grid, it is characterized in that: grid is supporting the tower layer, the top of tower layer is the filter material layer of 12~60cm, the bottom of filter material layer is the sand bed of 5~30cm, the sand bed bottom is the pebbles layer of 10~40cm, the pebbles layer is evenly distributed on grid surface, and earthworm is arranged in the filter material layer.
The quantity of described tower layer is 2~10.The pebbles layer is made up of the different pebbles of particle diameter, and the pebbles of particle diameter 2~10cm directly is layered on the grid, and particle diameter is distributed in thereon less than the pebbles of above-mentioned pebbles.Grid distance under the top of next tower layer and the last tower layer is 5~40cm.Filter material layer is made of soil or wood chip or peat or its arbitrary combination.Between the tower layer ventilation opening is arranged.
3. beneficial effect: the utility model compared with prior art, its remarkable advantage is: improved TN significantly, TP, NH
4 +The clearance of-N etc., whole tower type filter chamber is formed: aerobic-anaerobism-interlayer drippage oxygenation-aerobic-anaerobism-interlayer drippage oxygenation-aerobic-anaerobism-... a working cycle, therefore biological carbon and phosphorous removal is had good effect.Increased hydraulic detention time greatly.Surface load increases, and treating processes is more complete.COD
CrClearance can reach more than 85%, BOD
5Clearance reaches more than 90%, NH
4 +-N clearance reaches 55%~65%, and the TN clearance reaches about 30%, and the TP clearance reaches about 50%.
Four, description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is tower layer structural representation figure of the present utility model.
Five, embodiment
Further specify the utility model by the following examples.
Embodiment 1: in Fig. 1, this tower ecological filter is made of tower body 1, water distributor 2, water outlet 3, grid 4, tower layer 5, and Fig. 2 has provided the structure of tower layer, and the tower layer is mainly by filter material layer 6, sand bed 7 and 8 one-tenth of pebbles layer structures
Tower body 1 can adopt stainless steel casing, also can adopt Steel Concrete to cast shell.Waste water enters tower ecological filter, should handle through some necessary physical methods earlier, as precipitation, filtration, mainly removes big floating matter and sand, rubble etc.
The material of filter material layer 6 is a soil, and thickness is 12cm, and the bottom of filter material layer is the sand bed 7 of 5cm, and sand bed 7 bottoms are the pebbles layer 8 of 10cm, and pebbles layer 8 is evenly distributed on grid 4 surfaces, in the filter material layer 6 earthworm is arranged.The pebbles of particle diameter 2cm directly is layered on the grid, and particle diameter is distributed in thereon less than the pebbles of above-mentioned pebbles.
The quantity of tower layer is 2 in this tower ecological filter.The distributed quantity of earthworm in filter material layer 6 reduces along with the reduction of tower layer position height.Grid distance under the top of next tower layer and the last tower layer is 5cm.Between the tower layer ventilation opening is arranged.
Embodiment 2: basic structure is with embodiment 1.
The material of filter material layer 6 is a wood chip, and thickness is 60cm, and the bottom of filter material layer is the sand bed of 30cm, and the sand bed bottom is the pebbles layer of 40cm, and the pebbles layer is evenly distributed on grid surface, and earthworm is arranged in the filter material layer.The pebbles of particle diameter 10cm directly is layered on the grid, and particle diameter is distributed in thereon less than the pebbles of above-mentioned pebbles.
The quantity of tower layer is 10 in this tower ecological filter.The distributed quantity of earthworm in filter material layer reduces along with the reduction of tower layer position height.Grid distance under the top of next tower layer and the last tower layer is 40cm.Between the tower layer ventilation opening is arranged.
Embodiment 3: basic structure is with embodiment 1.
The material of filter material layer 6 is a peat, and thickness is 40cm, and the bottom of filter material layer is the sand bed of 20cm, and the sand bed bottom is the pebbles layer of 30cm, and the pebbles layer is evenly distributed on grid surface, and earthworm is arranged in the filter material layer.The pebbles of particle diameter 5cm directly is layered on the grid, and particle diameter is distributed in thereon less than the pebbles of above-mentioned pebbles.
The quantity of tower layer is 5 in this tower ecological filter.The distributed quantity of earthworm in filter material layer reduces along with the reduction of tower layer position height.Grid distance under the top of next tower layer and the last tower layer is 20cm.Between the tower layer ventilation opening is arranged.
Claims (7)
1. tower ecological filter, comprise tower body (1), water distributor (2), water outlet (3), grid (4), it is characterized in that: grid (4) is supporting tower layer (5), the top of tower layer (5) is the filter material layer (6) of 12~60cm, the bottom of filter material layer (6) is the sand bed (7) of 5~30cm, sand bed (7) bottom is the pebbles layer (8) of 10~40cm, and pebbles layer (8) is evenly distributed on grid (4) surface, and filter material layer has earthworm in (6).
2. tower ecological filter according to claim 1, the quantity that it is characterized in that the tower layer is 2~10.
3. tower ecological filter according to claim 1 is characterized in that pebbles layer (8) is made up of the different pebbles of particle diameter, and the pebbles of particle diameter 2~10cm directly is layered on the grid (4), and particle diameter is distributed in thereon less than the pebbles of above-mentioned pebbles.
4. tower ecological filter according to claim 1 is characterized in that the distributed quantity of earthworm in filter material layer (6) reduces along with the reduction of tower layer position height.
5. tower ecological filter according to claim 1 is characterized in that the top of next tower layer and the grid distance that supports last tower layer are 5~40cm.
6. tower ecological filter according to claim 1 is characterized in that filter material layer (6) is made of soil or wood chip or peat or its arbitrary combination.
7. tower ecological filter according to claim 1 is characterized in that between the tower layer ventilation opening being arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200420026227.5U CN2707745Y (en) | 2004-04-13 | 2004-04-13 | Tower type ecological filter tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200420026227.5U CN2707745Y (en) | 2004-04-13 | 2004-04-13 | Tower type ecological filter tank |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2707745Y true CN2707745Y (en) | 2005-07-06 |
Family
ID=34849447
Family Applications (1)
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CN200420026227.5U Expired - Fee Related CN2707745Y (en) | 2004-04-13 | 2004-04-13 | Tower type ecological filter tank |
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CN (1) | CN2707745Y (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100441525C (en) * | 2006-04-20 | 2008-12-10 | 上海交通大学 | Method for preparing filtration material for earthworm biofilter |
WO2009094882A1 (en) * | 2008-01-23 | 2009-08-06 | Nanjing University | A tower type earthworm ecological filter chamber system |
CN101745310B (en) * | 2010-02-05 | 2012-05-09 | 江苏博恩环境工程成套设备有限公司 | Method and device for filtration deodorization by utilizing biological soil |
-
2004
- 2004-04-13 CN CN200420026227.5U patent/CN2707745Y/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100441525C (en) * | 2006-04-20 | 2008-12-10 | 上海交通大学 | Method for preparing filtration material for earthworm biofilter |
WO2009094882A1 (en) * | 2008-01-23 | 2009-08-06 | Nanjing University | A tower type earthworm ecological filter chamber system |
CN101745310B (en) * | 2010-02-05 | 2012-05-09 | 江苏博恩环境工程成套设备有限公司 | Method and device for filtration deodorization by utilizing biological soil |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |